Loading...
HomeMy WebLinkAbout36512 Garden Wall Wayn 3 m ro N 0 8 m cc ar 8 N L0 Q �y 3 H Q N N E c 49 a tt O i a E N N N 0 a C"I N N 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 or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or 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 Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer OB 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 03-27-14 ABBREVIATIONS FIX or FXD Fixed FUR or Fir. Floor FUR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. 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 KNVALL or KNVall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN -or Min Minimum MIR or Mir. Mirror ML or M. L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. 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 SO FT or SF or S.F. Square Foot (feet) SO 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 or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or 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 WC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS VERSION DESCRIPTION 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATE 08-23-19 2.1 TREVESTA 150-C ENG. 12-19-20 3.0 FBC 2020 CODE UPDATE 11-29-21 07-27-22 4.0 ADDED ELEV KLM PER C.M. REV. 06.23.22 4.1 ADDED 4" WALL IN LAUNDRY RM nt rill I I L 1E INI INI AAL 174L IBM 3326�Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS 1.1 1.2 2 3.1 3.2 F1 4.1 4.2 5 6 7.1 7.2 8 SN SN1 S3 S4 S5 S6 ST SS D1 D2 D3 WP PA1. PA1. PA1. PA1. SH1. SH1. SH1. SH1. SH1. SH1. COVER SHEET FIRST FLOOR PLAN SECOND FLOOR PLAN 0 INTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS FOAM DETAILS FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN ROOF PLAN FOUNDATION PLAN FLOOR/ROOF FRAMING PLAN ROOF FRAMING PLAN LINTEL PLAN STRUCTURALNOTES DETAILS DETAILS DETAILS DETAILS DETAILS STAIR DETAILS RETROFIT DETAILS DETAILS & SECTIONS DETAILS & SECTIONS DETAILS & SECTIONS WATERPROOFING DETAILS 0 PRODUCT APPROVAL NUMBERS 1 PRODUCT APPROVAL NUMBERS 2 PRODUCT APPROVAL NUMBERS 3 PRODUCT APPROVAL NUMBERS HURRICANE SHUTTER PRODUCT APPROVAL 1 HURRICANE SHUTTER PRODUCT APPROVAL 2 HURRICANE SHUTTER PRODUCT APPROVAL 3 HURRICANE SHUTTER PRODUCT APPROVAL 4 HURRICANE SHUTTER PRODUCT APPROVAL 5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of timg 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. Ns N j r cV r= z' C13 LU w c.i C.- c, cam- C ro C". N _ ti7 Co 7•C C N [1 N O ro Q � N � c� N Z ar a- w � y O N c a, _ s 3 ro rn �dd� O Q: = a o a► C 'ro A N d 'Q % O oy u .y C' \`�i\�����►otlatttrr N f !'`•'`��! Q,�'li Cam. J � � E� `� r'ii ffl. E4 To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal la only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E LQV F 0 5- 3; Q 0 � Z 0 yN0 *h LL LL J�ti Wa i$ o �rnrn M SX LL LLW Z I- J W ❑❑ z z t/1 z LU 0 w g INI^ C N U • c Q N Oe o J� w M o �zzZ G I.L ccc999 w o 3 a N 0 R zQ - f = og W a Zp & Q= Q7 WL v$ m0 � �� gE Z v J z 5 y8 ab S Z 2 Za av Wo y, 7? LL vi W Log Mill vl�o L_ c 1"— to >� J LO '^ LO rn Q c� CL � � r ~-' M co O M O J �: O J T �' m m Ln t-- 'a cM c0 -0 C3 O O M .Q N rN LO M Q � E T CV)0 Z m z E O N >v c M a U °� a p JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. C S y _z NZ 0 0 J I H B S3 TYP @ 1 STORY S3 O 25-SH S6 TYP @ 2 STORY AC PAD AC PAD EQ E IBERGL ASS SURROUND I(0 Q SHEARWALL S3 18 5-SHt-R&S - w0 STEP /0 5'I8" T-5'1 T 10'-5" 12'-0" M� q I OWNERS , i O'I.8, W 2668 I I 8" . O (nW Nw SUITE Q H3 _ _ _ _ O TILE A 2 Og S4 8'-8" CLG. 266 - I °0 T N C CARPET SIM. - FIBERGLASS I I I cn T f l FLEXCC._ 00 T = SURROUND c° i BEDROOM 2 M o N I s-8 CLG. N �, A. n L6 41 I _ 60" X 36" I. C. j CARPET - . 8'-8" CLG. W N A O D3 SHOWER = -- -- - - . 1 Icr IL CARPET `~w 8'-8" CLG, r z w F' T H3 tnp I CARPET I I I O a 19 -0 " , ',2068 z „ 3 w 3 -7 I 6'-4" I 5068 BF V-1" 3'-0" 1'-8" 8'-4" n w W S4 PLIFT _ 2868 IR.A.GI �- ---- 0' _______ ______ HDR AT 8'-0 �" ----- ----- ---- ; ------ ---1-0 R-0" R&S HDRAT8'-0' 'il R&S c I c HD c PLUMBING LINE TO HI r. SECOND FLOOR LO FOYER M () 0 I S31) Ux4 2 SYP (3) 2x4 #2 SYP N I SIMPSON LUC28 8'-8" CLG. �"�T N N ENTRY I - C7 ~ DTT2Z BASE STUDS W/ 0 DTT2Z BASE - o @ @ � TILL= `-/ ~ I iv 9'-4" CLG AFF =1 �2) 2x8 #2 SYP W/ Y C7 UI LITCH W/ 2 O( ) I 21'-0" 1 6 -7 lit2 =6 3 -4 1T-0 11'-8" HETA20 STRAPS TO q COL. TOP @ 9'-4" G.T. I 3068 ' O � I l ARCH CC D N o ={ - -- N I� C co r - - - - - S3 16'-8" S3 4 -0„ �, ,., v I I 'STEP I ^ o I I to F------------ I I I -- 5-- -- -- SIMPSON LUC28GREAT ,IIIII IIIII N zROOM Q - Ii O 8-8CLG. iiD.W. . I - 2 CAR GARAGECARPET U J 8'-8" CLG AFF A . EP- S -II pgKITCHEN TYP@ -8CLG k12 2x4 #2 2x4 #2 SPF1STORY Qw TILE -4" @ " BASE 20'-8" - R2x4 #2 SYP UDS W/ 15 a WO c CC IIIIIIIIi o� DTT2Z @BASE REF_ 1116 CR - -- S3 O I IIIIIIIIII - 68 (- 0.: H1N owT IIIIIII SIM. W/Q pSTEP PANTRY HDR AT F-0" 2868C LAU 6-05'-7" t o CAFE 00 co n 88 CLG -8" CLG. BUILDER TO PROVIDE8 SHEARWALL -2,IIII TILE H�5 868 2'-6° APPLIANCE PROTECTIONCARPET 8'. co WHEN REQUIRED PER FBCCCS3 OPT.D f. FLAT CLG.' io K VERIFY LOCATION TILECD '0L------------ ELECTRICAL PANEL 12 DEEP SH. y3-_0" N T -9 A S3 TYP @ 1 STORY \- HANSON BOX DRYER VTE @ 36" AFF p S3 J S6 TYP @ 2 STORY VERIFY METER LOCATION WITH BUILDER + H.B. 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 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 71 /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 (Fln) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20X38J 18JX37J S.H. 14 20 X 50 J 181 X 50 S.H. 15 20 X 63 18 4 X 62 } S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X25} S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 112 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 � X 63 36 � X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 � X 71 � S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-B1 SCALE: Y4 =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 8r 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" AA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 �E +26.6 / -29.1 +26.6 / -33.5 GCS SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL milli BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11B111 FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 66 TOTAL AREA 3845 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED Cn N 0 N N co m d W ?' � C3 r o C7. n O 10 V N Co x C L- 0. O .y R7 CV L v7 O to � E al .m W a ca a> �. oc 2 s~ E is o a. v CD .� lik0 WN U :• CEO _ \ U F L r '�plltl2(I tll.t'j��� To the best of the Engineer's knowledge, information and belief, the structural plans and specJflcagons contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 28 CIO M P. M _ °; a S L _ 0 W W_ O� cow 04 M Z La ZN Ov 0 W 00 z J �a N V Ow N `tom o M N z0 z z �0 w Q rod CL 1. 4? W K UO ro z C/� C cz fx'zz mptt i zp ib Q% J N2 G b rw Q W z z Q O W Cam) O U 0_ �la O T Z �d J V) LO M F - L- T J 0 J CT�'_ T' m U) m N c LO <C M 0 Q� I N N 0 04 N CIO LO (0 r a) M r- M o E O E v :: c a. U Q 0 _J JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. 1.1 r--------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I `-------------------- 22"W x 30"H MIN. ATTIC ACCESS E� 43-4- 9'-10" 17'-8" 16'-2" 3 O H1 6 O H1 6 D2 D2 EG ESS EG ESS FIBERGLASS I 1 SURROUND 3 I BEDRO M 5 �,N D2 m �� BEDROOM 4 10 `° BEDROOM 3 8'-0" FLAT LG. oCARPE 8'-0'- FLAT CLG. I 8'-0" FLAT CLG. o B CARPET CARPET ; +TP . I N CHASE d ___........ .. raj S T 5-4- 2 -411 4.� . 6,_ 1" 11'-4" 1 2'-4- BA. 3 1 8'-0" CLG. __ 0 I o fn TILE 1 0 I rn CD I 1 �N N N W.I.C. I Ca a.I r I 8'-0" FLAT CLG I W U) o tiN N G.T. CARPET 1 '3 " 4,-4„ 1` ? -------: r 2068 2 I$6"x � R&S 1 A I I 10,_8j., 7, 3„ ( 6,�„ F71(2)2656 A S � V_-J HDR AT T-0" 2668 IL I _ 1 T-1" 13'-7' r _ J ----- I II 1 I zo i ----------- A/C CHASE I +42" HALF I WALL 1`7 6 D2 - - - _ _ 7 R&S --- ----- --- - 00 I 1 cV.l I = H1 5F 10 B8 I I1 N O - - - - T-T' L 4'-1 L T-9"14-c�a I I I i I LJJ LOFT � o N 6 D2 - '15 16 8'-0" FLAT CLG. - CARPET H1 I , z I = � N O 1 V-81" 3-4- 20--111" BEDROOM 8'-0" FLAT CLG. 0° CARPET I I EGR S e Oq H1 D2 3 3 D2 D2 )/ 9'-2" 26-10" T-8" 36'-0" 43'-8" WIS 0 f; 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 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) - 1 314" 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 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. *)>9'-0" SPF #2 2x6 SYP #2 16" O.C. WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH -- WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18#X25J S.H. 13 20X38J 18}X37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 } X 62 4 S.H. 16 20X72 18}X71J S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 11­13 271/4X38 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J 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 1 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 381J 52 J X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-B1 SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly Into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 OG SEE SN SHEET OH 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 MASONRY HGT. @ 9'4' A.F.F. TYP. 2x FRAME WALL IfYYMMMYMYMMMYYY INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1'13111 FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 66 TOTAL AREA 3845 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED N r- o N LU W m i .0 O W ae- o 1 Y_ C /0 C...) N - m LA- a ,y l0 O w N .a CV L N O Q ✓ fV Y 3= d d �s4 T3 no A 3 •- � •� v d N d c � ev o d U w �VV Ro • �� ro N Off. 0 F L. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. u 0) W t- p E a O N 8 N (0 O r J3 2 Z 8 dJ M 0 % LL a Co JLLLL w a Z =grn a Id Maio 0 W r��O~,'°' E uu Z Cl)Z d '0 - Z o N W ❑❑ N z �N z (U � u 0 c t/'1 w N �rra 0 � o � y w M O= E To oLL �� �s Q E 0 r6 uj w� i g zeD a 0 z os xU �¢ �z chi � c 41, � °i ° o� Py C * z z � Jaw 8 8 g 2 5° W °� �w Z3 z MI5 o 0. �--- _ LO LO CIO 0 Cr U) m � N m C '^ L l r •F-+ � C'7 O) COI � cc acV � M .n T a LO M LO r T (D r Cr) O W E O rn E M c a.0 o w EC. _JQ c _J JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. 1.2 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. STAIR CALCLITIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS wl 1" NOSING T CONT. HANDRAIL RETURN TO WALL DETAIL A SCALE: NTS 60 STAIR SECTION. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 Inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the Gear 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. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and anv soffits protected on the enclosed side with 1/2-inch gypsum board. 3/4" PLYWOOD DECKING V i9 80 4 MIRROR n IF: - _7_J I L 0. BATH op 60 KITCHEN ISLAND 00 TUB/SHOWER FINISH PER FLOOR PLAN -- BATH 2 'co Q CV rLI OPT. REF. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / � ROD 0 Z 24" TOWEL BAR TOWEL BAR IN g W ON WALL ABOVE TUB OR SHWR. 11= TOILET TOWEL BAR—-2—=—" aW / ON BATHROOM WALL O MEDICINE 9 _ SHWR. 00— UJ CABINET 00 I _ VALVES _ = o TOILET C° SOAP PAPER C° o DISH U HOLDER r141) O 0 - � Oto O Z Z O o > 1:j FBI > o M04 0 M MM r cn 71 N TUB _ FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY co 00 u 4 M T M MIRROR 0 h 4 60 M BATH 3 HOOD RANG KITCHEN i 11ul izj i INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS- 0 COUNTER TOP 30" H BASE O 00 LL = Lo a. CO O 2X It C a t 00 FRAMING r � r r 1 /2" GYP Cf) BOARD — T SHELVING CABINETS - ZIN V-2" SCALE: 1 /2"= V-0" �1N O O C14 M N N FIN. FLR. III ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DIAGRAM ea eat 0 c�lr N c m�• G W IL s c 1S O C co 7•C r Z U_ 0. � go ".0 N O 4 d N m a u •3 i . �o �o Q. v w SRO W �n6 CV. • J f. • • � • • ..... • ^.;;ter,• QR C ESA,. `,,� 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 - Resldential 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) a631 M LLLL LL a 52 00 g ;; nw. Nip O Z � M Z d {J� F CLW J Z OU 10) L) U) W ❑❑ ^� _0 Z� J U) IL �N f•f C� N to O ,. N � s _ U c z LL C � p C Q ao G u ZrN Z _ O E = g U 0 � °Z Z `� t < ° o Z ru o N �Z ZZ�U Q) J O Q �? O �O W m�C w a _ Mills � ZQ c Uyi r = LOLO rn �-. ca O J T.. Y W Coy '' ^^ I IV— c) CF) cod ca -� 0N CV O LO CNN 00 r N LO Q Lf) T CM r o Z r0 E O Cn E @ a v L) ¢ o c °i JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. 2 co bo n SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS I� I FLASHING t--- LINE OF 2ND FLOOR WALL I I F24 F16 25 SH 25 SH F12 F1 F1 Eroo �f —-----------tl� -------------------------- WEEP---------------1--- / -- \ i I- � F1 TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) � _.-1 V111\IVV4 VL.\1 12 "__ 12 5I�5 12'RIDGE VENT — 'f� -.- "-1-: w..A ,1.�ewa_� w..�_s�:_..- - - -. _ _. - -_..c :�'--.-:J+.�rn �... 4.-- _ -•- �.-� =- 1 - .1.. -.` I - .._ 1-.. ._ T.O.P. HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F4 F1 EXTERIOR PLASTER ON FRAME C J 25 SH 2nd FIN. T.O.M. — — — — — HDR HGT. FIN FLR 2'-3" mill F1 25 SH 71 A 11 FASCIA (TYP) T.O.P. HDR HGT -------- 11_011 — — — -- — — — — — ------ HEE EXTERIOR PLASTER ON FRAME FLASHING 2nd IN. (___= ----I -------- -------- T.O.M CV -----1-------- HDR HGT F17 co co TEXTURED CEMENTITIOUS 25 SH 25 S FINISH ON C.M.U. FIN FLR FRONT ELEVATION - 61 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS SCALE: 1/4"=1'-0" - - - - - - - - - - - - - - - - - - - - �1 /rf- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I W. 12 4--E.:-- r .- 25 SH - _- FLASHING — — — — — — — — — — — — — — — — — — — — — — — — — -+ --- -----*--,---,--r- -------------------..--..—_.-------------------------=—__—__..'—�--_.------------------------ CJ / WEEP 11 ----------------------------------------- ------------------------------------------------------------------------ F17 F1 TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 25 SH 1'-011 Mon RIGHT ELEVATION - 131 09 C" CV O N r N M LU c Lk- d > W CL n O Lj CL V CV rr^ mac aLA- a f6 O - ao Y � sz� � S E = c 47 3 � c ca y LC2 C E /0 "J rs u 0 I 0 v �.J G `0 �y�ee 'A 'OFESS%O' /E�'frJ/f 111 N9ll''l�t� o the best of the Engineers knowledge, information and belief, the structure(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 W Lo m - 0 di Ch N O d C LL Z Ewa G °' o W3ACV z m f0 to Z N NZ d zN OU v W ❑❑ Z M Z Z � Q � a � Z M LL "C- (a .vo L 0 w 1- y u. r � e Q CN to elm ig- O Y Lo M 2 y#� °7 J E o w a s Z® Q C8 y O W $ °a Wa so z° �� o ° o �z (D 7 a° � w m1 C 8 >Z z 00 —1 m aw a w ZO �$ �a ao mW W n � a � 1Z- 0 'o nq. to T � Z J V) ' ^ Y J 0) TO c� F— r co 0 :3 M �: 0 0 T 1Lco m r LID r 'G CM Qi CO C7 c M 04 T M Q L fp r N T r 0 Z m Z a E O y 'a U 0 Q O JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. 3.1 1 m to N B S 9 m N chi N C 6 N N E t� CE .:3 a N N Nzz- rh N 12 12 - 5 SHINGLE OR TILE ROOF PER011 COMMUNITY SPECS - INSTALLED PER --- MANUFACTURERS SPECIFICATIONS - T.O.P. -- ------ - - ----- ---- ------ --- _ HDR HGT - - - - - - - - ------------------------------------------------------------------------------- - ------ 1 --- -- ` \ 11-011 - - -- - FLASHING EXTERIOR PLASTER FRAME 12 _ _4' OFFRIDGE VEN PLASTER�- � T„ , 4' OFFRIDGE VENT_ 12 5� - - _ T.O.M. ---------- --------------- - - - - - - EXTENDED OVERHANGJBBECENTERED VTEXTURED DOOR CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 25 SH 25 SH 25 SH 25 SH - - HDR HGT, +t 11-011 1—___---- FIN FLR 4 Eo REAR ELEVATION - B1 SCALE: 1 /4"=1'-0" OFFRIDGE 4 V ENT-� _. _ 12 SHINGLE OR TILE ROOF PER 5� —" = �5 COMMUNITY SPECS -INSTALLED PER - �- MANUFACTURERS SPECIFICATIONS ,: - __ . - - VENT - I L ---`I-'-_ ___ L_�__.-.-- - -_•_. __—: .._.__,. _ —. r. .-_-,J..._.. I" ... _. _ ..�� .Ti. ..-.�� _—_-_.I_-.rr•%� ,_ I �L_- _I.—_ -_— 1-__-..._�- _ _ �m w..y. -- _a.._. - �-�—•- _---. , — - - ..._. _ - --.`__ .....« -J..,. _�_ _.--� - - -•--•. .. +---• - ' T.O.P. -_.. . .. its - _ ,-.� .�. .___J HDR HGT - - - - - - - - - - - - - - - - - - - - - - --------------------,-0„- - .-.. EXTERIOR.. - PLASTER ON FRAME 12 CJ CJ 25 SH �,: FLASHING ENTRY — — — — — — — — — — -. — --_ — — — — — — — — — — — — — — — — — — T — — — — — — — — — — — _...— — — — —. - — — — — — — — — — — — — — — — — — 1'-0" CJ / WEEP -------- --1- ------ 3'4' O O TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 1 1-0" F1 ------ 2nd FIN. F CJ / WEEP T.O.M. N HDR H --------- -� ---- - - - - - - _�--_-_--- FIN FLR LEFT ELEVATION - B1 SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior 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 (314"1 crown) staples @ 6" O.C. vertically/horizontaly 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 PP 9 PP 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 manufacturers recommendations. REV. 09.24.21 cra 0 N N v. -o d"J > W Aso - o � C ei CN - flmae r• c "' 0- *a o m CA oa E � c Q d O � 4 d a a 5. c E o o- w R0 W ,N� • P: DNS 6N GN �Cni S .'• F1.0 ROFE SSIO� NII I111111 00 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 pardons of the drawing pages bearing Engineers signature and seal. W62 $ 0 C.0 0 61 C3 aw LL el C7 .r J LL N0 V J W � LL LL 0. Z0 ro�rn o 0 W t- � Z w Z ILMzW IL m � d � a < N O U U Z W U y ❑ ❑ N V N z � z Q $ -- 11� --- z � U' Q.1 t'IS •U - a -1'�• OLLJ 8 N �$ � U Of Q N o W w Z J g E 0 ,7, oLL wi a$ zo °a W� o &� ZCL t 3 M $o a azZ � �s cn g0 Z <tl o >z ° W o10z vI T Z J g' Q L0 cc 0 co co O 0 T v J m Cn c 1.�� < 0 M 0) O M T N U) M Q to CID T T f7 Z Ov, E ?� c toa a. U Q p JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. 3.2 A *NOTE: VARIES 1'-10" 1' CAP [ CAP iv iv FOAM TO BE USEDL 1" RADIUS L Co. 2" 1„ f2" L C° REQUIRED BY ONLY WHEN[ COMMUNITY SPECS. IF NOT, DETAIL TO BE � � 1" 2" OPENING VARIES 2" 12-- ^rN N 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS 1-5 � 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES - rHv LN 1" 1" 1'-0" iv EDGE OF OPENING [ VARIES 1'" (V 20 4 22 VARIES Y iV— ---,1' VARIES -N 1 1/2" RADIUS 4" 3 "" 41„ � 2 2„ L � L 2 1/2" RADIUS `` A -I L N � 00 c+i. L0 `t VARIES 1z" N 3j" 11" 341, 14 BASE CO N BASE 3" Mhf 1„ 1„ O a" 1 N 'II 1 �rr *NOTE: VARIES 8„ 2„ 3„ FOAM TO BE USED ONLY WHEN _ REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" L �'' 1'-6" 1" 1'-4" 1" DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF 24 Eli OPENING 6' ' O 1-1/2" THICK 1-1/2" THICK 10„ N - �4„ 10" [ N c Q c r 7 7 [ CO L�--- c7 4„ „ fV 2„ 4,r 3„ c 2n 2n N w_ w_ tr 5V ~f`7 00 - __._ _ 31, 1-1/2" THICK 21" 4 - -- L _ 2-4' , v 54" 1 ram„ 3„ L in L ;0 IN t 4" 1" 12" '- VARIES VARIES Jill Q rM r • VARIES VARIES L 48" „ 1 _ -- - - - �1 ` 00 N iv 1 L ZD in Q��' �r /�V ` ^ Q^ 1' 1" 6" 4" N N L KEYSTONE F11 0 OPTIONAL KEYSTONE F11 OPTIONAL R 44 � 3" n 3 �- 2 4" GARAGE DR. OPENING 4" 4 ' 4" WINDOW OPENING 4" 4" NOINSTALL OVER STONE, TYP. VARIE Raw • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ' • • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & l,r 3" 1 14 1-64 1 12' 2'-1" 1-4 2"• SMOOTH FINISH FOAM/ EPS MATERIAL IS ACCEPTED 6 54" 1'-14" 54" 3'-8" 7 ` N N 101. 1,4r 101, c - 00 L ♦ L N 1„ -- _ [ — N 9 bo q STa GENERAL NOTES: L • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Cn 0 N N -a C0 m > W LU Ll- =so a G LL d /O o Ufa -!V cc Vl y o N at E � c cm ti ix cc to CU N f1 Ja c E � o M O N N O To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. FTsV E N C in r m u) N O N - a LL C LL w a _ L M W S =0 N ,p i O W ILO z onw Z N OU �. W ❑❑ 0 V z � Z Q N4-1 'z^ � 1 V V 0 w g LnLn v Rig_$ c Q N 0 � w M � O � IJL 0 W1 >ri as Q o w a® gg Z It 8 � Q cn � Z � � 55 ai az 8 OF QO U a �LL w� r a� v zZ 3 r O LO rn F— L r M O Oco CD Y m U) m � r LO v MCN C� O c� li) CM M Q T U) r CD TT CM o m Z T E O iri N Z M E c JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. M 20C 15C UNDERGROUND IDis SERVICE BY POWER CO.�� INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 GENERAL ELECTRICAL NOTES. Typical 150-200 Amp NOTE: ELECTRICAL MATERIAL AND Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, 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/UT 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 8t 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 FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f.Oh 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 EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 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) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH �144/� 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 150A/200A INDOOR PANEL CENTER 10 J114 to fights d oudets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 t0 WH 01 G ate to Range 10 1'6toHVAC FIRST FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: Y4"=1'-0" M C%-! C= N N c m Lib: U_ o a r_ o r_i m r C �•�- d w d o to 3 at at I: t 3 � m a, Zj o u m c o �) ra H E c � o C1. u Q M fV N 1 CV 0 To the best of the Engineers knowledge. Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 14 PV ;��;.L Ste_ ,a g' m i rA r� N V 9a t�L Z 0 - rT a t mC0 W ,G00 M`�' � w W Z CP m Cl) d Z N O U W(D to ❑❑ Z z Cf)d J ;7 Y] N z +� '2 Cn 0 w tz UlLn c Q �ITO N 2 Q LLo ao aLL 0R, p U k� z® as c� ao U Z Z co no ado o� v' c 0 ZJ 8 a ° zz 5° g zf az Ln W p t a =1 ° r = L LID QL � H r co ro .Y M r m V c L / D M COI -� C7 cV N C) Q� CMN T_ N Ln M Q LO CD r E C_ r- M o z E O h a U a p JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. 4.1 3 3 00 N M in 0 g 3 I N m 40 M LC) c� CN g J c�V Ln cn S Q in O i E 9 E i a� 0 cg N N N 0 c 2C cV N Nhs 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 NEMA 1 150 AMPI 200 AMP to lights & outlets to appliances and GFI to WH o Range o HVAC 'W MAIN O 50=2/0 200=4J0 In 2" Conduit 200 amp 150 amp UNDERGROUND Di SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 GENERAL ELECTRICAL NOTES. 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 cen finished floor to ter line of the box to be: I " 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN ;Qo EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) [C H CHIMES (OPTIONAL) 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) a TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH �9 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 r------------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I j IN ATTIC SPACE I SWITCH & LIGH1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------- BEDROOM 5 1 1 ROUGH -IN FOR \\ OPT. CLG. FAN/ � LIGHT PRE -WIRE / 0 It�j 1 Illlll / ROUGH -IN FOR j OPT. CLG. FAN/ LIGHT PRE-WIRF// / .A/ 6 v BEDROOM 6 13A. 3 I I I BEDROOM 4 l 1 � \ ROUGH -IN FOR \\ (�/2OPT. CLG. FAN/ \ �� LIGHT PRE -WIRE \� 1 I I �1. 1 S.D. C.M I\ PQ L—.f_J BELOW I I I I I I I I BEDROOM 3 I I I I I I I i% ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE r 6/ 1 I r r / r I I / I I I I I I r_J I — — — — — — — — — — - L — — — j — ------ I � ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 12 — I / LOFT C.M./OS.D. SECOND FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" CW2 CV O N N co c o Uj o s o aa.1� C Cc t 3 CN cm Vf .0 N L N Ly O fc E c .c w u io y w a � u w w c o = a = N 0. c E to o d J c+), N N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residerltial 7lh Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W SE � = V FApo N N W r'nru,r-V 8 ` (� Q N 0 M LL LL J W z 0 qu.LL a d Lp�tO =MZd� ILW Z OU 0 Cn W ❑❑ Z N t±f z � � W N z � 0 a- 0 f✓7 N .n En w ' C) a' • c o w o g E �oIr ow Z® H 2'3 R� �8 8 E O ~ c� ro a .° O m0 gw Z m J <b �0 8 g 38 W � NEE z � Mill! cn 0 t T = LO m O � F— r C) Cr Y T- V / m m ' ^ Y , 72 M cfl M c� T N L0 M Q L0 r M 0 Z coo E O N c a U _j Q o JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. 4.2 co 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 SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0 2 Floor 733 704 101 352 25 176 276.0 (Zone 1) 0.0 276.0 ' Main - -- -- ---- - 0 0 Floor 49 47 7 24 2 12 0.0 (Zone 2) 0.0 0.0 Upper 12 2 Floor 1552 1490 213 745 53 372 456.0 (Zone 3) 180.0 276.0 "NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-2 ATTIC SPACE 49 SQ. FT. ROOF PLAN — ELEV—B1 SCALE: Y4"=l'-0" eh N CO N N � m W o d W O U C= C co C' �LLCL_ N f0 Q N a N t Q C4 Y • 6�1 E= Q ro 7Z.. E o 4 4� O ,, �,ti�111111 1� f 11111!/// ^•`� 1� yV 1 L • '�S l�i Q ��` ..�., r5S10N To the best of the Engineer's knowledge, Information and belief, the structural plans and spedflcallons 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. I-o E M$ M Of LL J LL w _ J U. U. 1 'SM a W �?rrrn � Z ILW m r °� � z° d r a N OU W Z W N o0 CD Z' Z Z � V) iV '� hh M ^ 1 W V ULU � V C - 0 c �ln � w U o w M Z O � cp C E �o o �s Ct Oz qr, ZO oo VO C0 O0 E S KV �� Q ¢V o¢ z N G � o °ao K = aw NUxU mO 0a 1 ZF z M 0) J O a 0 > 2 gz W N oLL ° a it v 7I< a 0 3 L T S J L m Q L 0 �.� co O � O O Y r Cr T ti CO m C LO r a--+ -,a C") O� COI d N N O7 M N N Lid M Q L0 ui r M r- o z M z E OCC h ` aE p � JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. 5 c v TYP @ 1 STORY A S3 t H.B. TYP @ 2 STORY J ss II, II, II, II, F e 19 1 J NC c0 AD AD I 20 '-10" 5'-0" I TUB :- — tl—------ \Ofr o 2 STORY co { I \ W'C' • � 2 STORY o \ I S6 iv III S6 ' IHVACCHASE I} �— .;0 I LA 'v r (BASED ON ` } ��I o LOCATION `� \ SHOWER i PLUMBING • .. • • • o r co—__--- .�� `� \ LINE - - -J - - {I . . - - - - - - - - - INDICATES FILLED CELL w/ 3000 PSI \�� CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR PERT ABOVE SLAB TYP I SECOND. `� `� STUB UP TO I} FLOOR • : 2ND FLOOR 1 FOR A/C I "' GJ CJ ; {PROVIDE Yz" I I @ ALL PLACES SHOWN HOOKED FTG. 5" EMBED W/ 25" EXT. ABOVE ` f �� I' x9Yz" RECESS 19 CY)DOWELS "GRADE �' W'C'J FOR FRT. SLAB 40 STEEL" L .� L �—- ' 18'-10;..'.'.'.'.'.'. .'............ _............ '.'.'.'.' DOOR I 22'-10" [V-3" V-8" 1 18'4" U 6-9343'-0" 2'-8" 64" 2'-6" x 2'-6" x 1'-01. J ' TYP. ih W/ (3) #5's E.W. 8'-5" 3'-10" 1/8":V-0" S3 TAPER �-4" SL— OFE I 2STORY 0 BE 4" G21'-6" 2-4- x 2'-6" x 1'-0" BELOW FIN. FLR, _ W/ (3) #5's E.W. 2'-6" x 2-6" x 1'-0" W/ (3) #TS E.W. �? +CJ I I I I SIM. W ---- 4 III STEP CC j. I I I14 I= �'O�a„ I KITCHEN I II uo I C S3 S3 (2) #5 REBAR Q I 3-1/2" MIN 3000 PSI CONC. SLAB. I ISLAND LOW I I `� VERTICALS w/ in FILLED CELL iiS I HERNANDO COUNTY ONLY WALLS I II II �I I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 _ J ��, _ r, / I � Y I MIL VISQUEENVAPOR BARRIER CHASE TO I I III II 18" ISLAND '-5� 'I' —J CC S3 S3 12'-6" x 2'-6" x V-0" I j 2'-6" x 2-6" x V-0" SW I J LO TYP @ 1 W/ (3) #5's E.W. I I W/ (3) #5's E.W. S3 STORY 2 STORY - —1T— — — — I — — I 4 cc ` — - I t ■ • CJ — +� t CJ r ai r PROVIDE 1 y" RECESS I I FOR SGD. REFER TO TYP @ OPT ill 2 STORY REF i II '- 'x '-0' ICONC. I PATIO I MASON'S SLOPE FOR = rt _ S-3 1/2 SLOPE' WIDTH I S __.-. _— _ _ � BUILDER TO PROVIDE iv 60 APPLIANCE PROTECTION io 1/I I SW o WHEN REQUIRED PER FBC SLOPE 18'4" 4'-6" 7'4" T-8" 20'-7' I 2'-6" CC L I ----��----� .. I I f 1 I• . 'n `S3 (2)#5REBAR S3 ; _ &D 1_4 VERTICALS; / in — ■ I D I I I 11: • VERIFY LOCATION FILLED CELL N ■' FOUNDATION PLAN - ELEV-B1 SCALE: Y4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL 8 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 wg a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. '"Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N N c o :tz N u.r m s CM O C b m :.c .r C LA_ n- N Cc O yy N L N m O Q N N 9C O) y n r +x cc 0 cc is ,m ai .n dcc A _ -m to a- c � em fl _ U 00 OG . 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. $ V p c 100 " N N O M LL J LZ L L-W a 52 Z �� o W °f Z a)Z Cl) Q ZN O U y W 00 z 2F z � z N z 4--J_ •U `n g LLI � V) c E Ln t U � � I CD ti 0 w Z w� g Q cc ni o U ZO WM U z cp �0 a tom: M dZ � v Y Nx & gs Z Wi?�jC as 4lz s? r i = Y / 9 O ^Q^ CL O p rMCV/•� W L / M '2cc Q� COI 04 C7 0 04 N C� Lin Cn Q LO LO �- E T CV)o m Z E O `° a o U _j «? Q p c JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. 6 2x4 STUDS W/ USP - SPT22 @ BASE SEE J/S6 FOR MORE INFO. 7 16" FLOOR SYSTEM SEE PLAN FOR DIRECTION RSH ENGINEERED CLADDING WIND PRESSURES AND SUUCTIONIS FOR MEAN ROOF GN ALLOWABLE OHEIGHT 5 25 ftMPONENTS ND EXTERIOR SHEATHING WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH ATTACHED PER EXPOSURE CATEGORY C NAILING SCHEDULE EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r N N 2x4 BASE PLATE W/ 10 HIP -35.94 -49.57 -49.57 -49.57 I GABLE -38.22 -38.22 -60.99 1 -60.99 .60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): USP LSTA30 OR MTW 12 TO FLOOR GIRDER BELOW @ 16" O.0 ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s" EXP. 1 (2%6) or 1V32" EXP. 1 (3316) TILE: 16/32" EXP, 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS FLOOR GIRDER 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS SEE PLAN FOR 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER CONNECTION RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. SECTION ca' FLOOR CONNECTION 22 SCALE. 3/4 - 1-0 [4:12]-[12:12] a=4ft F a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" 187511)PLY A (2) (2)META12 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 1 112" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18)1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS_ 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -112" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -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 31/2" 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET' EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w IN LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKER & _ (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 605 1 12-10d SPT24 1 1090 1 1 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L 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 (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("*). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY HARRIER 2 x CONT LEDGER (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN — ELEV—Bl SCALE: Y4"=1'-0" e•a N C* N o � o 04 W C= O C ccC-')N n- ao 0 et CD N ]G d E s c sa o L., m c c� ra H E :a d. L) t " * 10 34C cr W To the best of the Engineer's knowledge, information and belief, the structural plans and spedflcatlons 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 $ g $ o Co 0 m di NMtl' ib LL a) J a JLLIy LL W � a Z _cn ° O (V fp W cp m 9 Z 2 "' ZO d LL ZN OU y W ❑❑ CD Z N Z � � z ac i� z 5 (1) Ow (n C Rigw E _ 8. U Q s w M p O w� b° gJ65¢ r z® U 0 rti A CL �o <d Wa °p z a�i � 0 ` YU o& m N J N O "gym Q W �o a HNz W83 �q m �g �p •� T 2 L N 17f ..1 (a C) = O p T" T Y V) N m LO T7 M C') co co 0 N C) M � Lsn M Q LO Z.- T E E M o m Z T E CO Z c @ a. E U Q p JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. 7.1 rn v m C N m <c N M L0 0 Jr g J N r Q N N FL E H g L= CL N N N M N N N tiv-1 CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2/16) or 1V32" EXP. 1 (33/16) TILE: 1V32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED ��-- WITH ASTM F1667 RSRS-03 10d (2'Y2' x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 1 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-112 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 l/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 wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C JEPDXY V 1 (2)LGT2 4060-M 3770-F 1 3500-M 3240-F I w/ LUGT2 3100-M 4520-F 3100-M 3800-F w/(3) D SIN RS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12 -10d I SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M 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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—B1 SCALE: Y4"=1'-0" ers e= Q C0 O W a U_ ci con C f0 U �y . - I% N d N Q Y E y c is cy a� t+ . J N N Q- c E ea � a •a w \,�`�1S111llRittttlflrt��/�,' '590 vv/y ,, . ,\ r0 * O v 0. �''rl l { { { 4 R 1' � 1► t 1\1�� To the beat 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. H N $N Cm a9 U"Z64 y�y •// Vi CD J fh CD e LL C J LL o- � Cq U_LL o- f CD n = 0 m N LW�°'°' Z � mZ N J I� V = 0: OU W Z Z o'i5 Z � Q � V) 7_ U U � O wJANL l/1 c rn) r~ C/) d � Q tm o co M =o f w M � J L `ci zo aR Qoo E� [� zee z z C g N & a = &a W Z CN (0 aj N 3g y h O mo LLL Z Q VJ < W 83 tIW z Z zo W 3 mw �LL o. T -L V) en 1� m O :3Cr o O O J Y U) N 0 Ln T Q Q '0 M ai I m 04 N O Qi N N N U) LO c`Y) Q E T C?)Z z E O t]_ U J Q -�I JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. 7.2 r' GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required, 3• Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel In lieu of concrete masonry units. 9• Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS '�► '�►= : W FORM & GROUT SOLID 0 #5 BAR CONT. 8F12-1 B/1 T V' LINTEL DETAIL SCALE = N.T.S. EN 101 Y t_ C UCJIIdIVH I IUIV #5 REBAR MIN. AT TOP (1) REQ'D ALTERNATE POWERS F = FILLED WITH GROUT S UNFILLED 12" CLEAR STEEL LINTEL a R =RECESESSED QTY. OF #5 ° e REBAR @ BOTTOM ° OF LINTEL CAVITY 4 M.U. #5 REBAR AT TOP ° MIN. (1) REQ'D 1-112" CLEAR Q Ja 8 F 16- B/ 1 T O ° ° z � e GROUT f0 (n -� E QUANTITY OF NOMINAL, QUANTITY ° REBAR AT = 0 a d: = - rr�� C.M.U. WIDTH #5 REBAR AT • 0 BOTTOM OF a 03 TOP LINTEL CAVITY t11 6 O m Oc NOMINAL-° -BOTTOM Lu d x 03 HEIGHT REINFORCING Q (3 7.5/8"ACTUAL PROVIDED IN LL G1 y� 8" N MINAL WIDTH LINTEL Q O > i� cr i� 5 REBAR AT BOTTC AS INDICATED (VARIES) r~n MATERIALS . c-T'1 pry ecas�ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60, Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT. ONLY IF NOTED ON LINTEL PLAN 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 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to /ICE applying the cementitiuos coating. See contractor specifications CONT. PRECAST "U" LINTEL INSTALL MIN. 25" LAP FILLED SOLID W/ 3000 PSI GROUT SPLICE BETWEEN WALL (SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING UPLIFT GROUT TO BE CONNECTOR TYPICAL FLUSH WITH STANDARD 90 TOP OF WALL DEGREE HOOK TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL (SEE PLAN) [� I I BLOCK FILL w/ PSI I[�{ DIA. REBAR GROUT w! (1) #55 DI HOOK LINTEL REINFORCING .: • , ,°•.. • ° , • ::''%';;a. `���; i •: •+.;•!: i.;��' •rr• y its IL INTO SIDE I .•�.� s�• ....: N VERTICALS .... , .�•, r. -" -r' �''�'•"' ',T: r';� �'"''"• i'r' "" " Z CL •; PROVIDE 3"x3" HOLE IN BOTTOM OF :•.; PRECAST LINTEL TO .: EXTEND WALL REINF. THROUGH AS REQ'D. PROVIDE STD. 90° HOOK W/ MIN. 6t REBAR BOTH SIDES REBAR BOTH SIDES r 25" LAP SPLICE OF OPENING U.N.O. OF OPENING U.N.O. ON EA. END 12" OR LESS ' ' *'' •� INDICATES PROVIDE + FILLED CELL KNOCK -OUT s ! e • Z• FROM FTG. TO BLOCK FOR FIRST :• .J BEAM w/ (1) #5 COMPLETE CMU BAR COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR • CMU U.N.O. • TYP. DOWEL �, ;w =j� ;� .9 25" MIN LAP (AC1530) S. SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION AS24 SHEAR FRAME C@ SINGLE OR MULTIPLE WINDOWS SCALE: 3/8° = 1'-0` REVISION 10.19-16 1 C4'-6" LL C) 4'-2" LL )E) 4'-2" LL LINTEL PLAN - ELEV-B1 SCALE: Y4'=1'-0" M nN to N C -La > W C0 Y o >z 0- H cc O a is y a> a G C tr a� 4iii�6�ItPttl %f \\�`1i�Z :M F L 0 ESSlOJAr �y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with fhe 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. 0) W (V rJ S^ � IZ I» (N O Q '� JLLL: d Z ill rg r �Cco 0 �O W 45'- IL Z °r°, cv Z° d � ZN O U g W ❑ 0 v- � CV S z ILA a inn Vi Z MC1 Q� C7 Ow S Ir Q 00 C Z M w N ao sg E U0 # aw z® Ids -E Z 0 M ZM Jx Q 'Z I� -- n Z J M k w a c zlaaO° 3 .°�0 T 2 M co O C) Cr Y co U) N m Co C LO c01 04 '� o O M T a LO M Q In r E T T... M Z Z E C) `m e 0. E U q p JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. 8 CM 3 m Co L0 Cn S 9 L0 N 3 m M CAD g I N Cr C r 0 c 3 N N Cg. C 0 .S �i 0 L r eS 0 a N N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE 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. LOWERED 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 GLAZI NG. 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. GLAZI NG IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5, GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1, 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6lrMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1, 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 XF GROUT FILLED MASONRY: Y/4" 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. MODULES OF CONCRETE TYPE MIN. 28 DAY DESIGN (fc) 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 (318" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0,148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL T F THE CONCRETE, PACING AND ALIGNMENT ARE TO BE IN ACCORDANCE NI IAL SE 0 E CO C S WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST, 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4,8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be 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. Irriggation/sprinkler systems including all risers and spriay 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 cemeniitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rpinf II occurs before vapor retarder placement, retreatment Is requlreT 9. FBC-R R318.1,5 - C ncrete over po r and mortar along the foundation perimeter must be removed be�ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An extgrior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any sot disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 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: 513 + 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" 1Y4" 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 3/". 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. e•� N C N - m o Li.- j W p G U Li e'., c covLL- N a, C7 10 d u 31 CD c o �ac•- L7 y Lr7.. c E d u pp n (`�: ' • ,�'y �� ''•p . F O' vl` • ...... '• 4� ��'•rf� ,-S S I 0 t0r XNA 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 40 M8 0 P M co cN• 0 as uJ C -j LL W �Q V u LL W a aL°�_ Y p� o W "Nc °'° rR ' m W IL NM Z O U U W ❑❑ 0 � o v J 13 N U) Ln V © A Our N o � � Z o � E 1 M o Wo z® H- ry g � sg o SO Oa z Z i c LLL Z (j N O > LC W Vi K m o a Z N W �LL r ¢ rr5 0 ul 0 .•--.LO Q � F•- r �� co O co O T T U) N m Co C LO co I 04 � is c C:) M � c� M Q V) r- �'•' E Ca r _c CM o Z T E Q y Z `m cc E; c JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 O 5'-0" STUB -OUT FOR 1'-O" O GAS METER 0 ' o o 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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. 111-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" 1 (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 wood panels nel Two 314" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x _ lumber FILL CELL STD. 900 HOOK i— BOND BEAM w j STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION _ TO HIGHEST —� - BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D —SHEATHING PER PLAN COLUMN AND CONNECTION i TJI TO BE CUT TO ALLOW K. FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # FLOOR above to bearing below. STUU 2ndDS DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL (Not required if both loaded equally from above) N.T.S. Filler blocking i 1/8" min. }Small gap 2" min. 1/8" gap + i 2" max. � 4 max. Web Stiffener Fastener Schedule + i I Joist Bearing_Location Series I Depth End Intermediate 0 9-1/21, 2=8d2-8d BCI 5000s 11-7/8" _2-8d 3-8d 14" 2-8d Clinch nails - - - when 9-1/2' 2-8d 2-8d BCI6000se 11-7/8" Md 3-8d possible BCI6500se 14" 2-8d 5-Sd 1) Support back of web during nailing to prevent damage to -7/ 2-8d 6-8d web -flange connection. a 11 4" 2-8d 3-8d g -- - BCI60s I 14" 2-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d �.. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. [11.-7/8" 3-16d 3-16d _ 2x4/PI ood/OSB web stiffener 2" min. a 14" 5-16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max BCI 90s _ 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 16 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Ya" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsm uthce of uts, - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o,c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges �—� ❑ Err CID A 1Y2" ROUND HOLE MAY 6Ar 6AA DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 1y" higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— «�� _ k T 'A"wx andr ^4 RX,, '�M(w7 ( T��y',jf" �.rA J.,-, n,. .p ".Ar.�;.e. +ww AN �$'I�r: e fie* M.J.�.°$'. 4 ,1�'Yrv.4�A• �X� 'r< +il�i xv �5y✓�y) a`��f.' 1 1��' t `:: 'M�lt K t ��I �I/A ,� 1NJr� • w�YF�;'* u1` y k , Mi��.?7A 5�, S 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger SIMPSC w/(22)- NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL i Backer block (12" wide min.) Nail with 10-10d nails. I — Install tight to top flange. • ' �-.� SLEEVE THRU STEM SEE PLAN FOR •• • .. FOUNDATION INFO 4 a STEM FOUNDATION t'� ` S' GRADE REINF SEE PLAN Filler block. Nail with _1 10-10d nails. i • Backer block required where top n mount hanger load exceeds 250 lbs. o —i Install tight to top flange.I— II n ° e II I II 1111= 1/4"-2" gap - Backer Block - Top Mount "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange, eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 00 0.6 X Joist p depth 10 J_-L I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • ° °° !� (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION r a o d � *rr •rrr�iT•t�� • : { 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION A � 0 • PVC OR SCH40 SLEEVE PLUMBING LINE 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 dA nv G a • 4 v d d v ��7T777 I' a SEE FND. PLN. SIZE & REINF. r�+ 0 oa CD W .- 11 ah U_ N cu..� fn L CV -C. 41 G r0 CC .I N G7 E d � a a c c� "o a. 1 f,filfri� jr,� �r�\4\ttl4Etf **,\ �R 0- � j�ly U �LO��Q Cti 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 - Realdential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fW- Q 18Mir 6o � N n (A tl7 N 14 '�. 53 Q C-M LL C J LL ,^ z M LLLL aW uJ cp z LN 0 ¢ J N OU * W ❑❑ z J ci-f4 N — z CD al 0� LL V N Q) O w 8 �N C N AM 1_U 0 • N o z z M 0 o Z cE 5 ag<s M Z ® i� C Uj 2. F F o ❑q z cQo � � &o &i wg °4 aZ irk �o Y 18 �'I N �_ Z J a a 5 3 Z go o z W� �r m -I MMl T 2 � � J L C c O .3w ca O J T CT T IT— Co 3: Im 4-0 c LO r 4-+ M cnl -0 No O ci M .0N N r N U-) M Q L c0 r— at E �' Z 2 E Q ra m a E U _ v ¢ 0 c 3 JOB NO : 23-00521 SCALE : AS NOTED SHEET N0. SN 1 M -o m M M >u S S C'V I 3 m N B 8 I N r V) 0 0 tQ • N N E `v Lz B 8 a C'V 6i a N N N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP') VARIES INSU 5/8" OR 1/2" HIGH—` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E N TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER e ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM e . M I Ei 0°;,--- 9D7158-CLASS G or H, or ASTM IT IMMp ; r D3161-CLASS F, IN ' _I - - ° -4r�7�Lj�,�I�t I' ACCORDANCE w/ TABLE R905.2.6,1, FLORIDA BUILDING = I r I I- CODE 7TH EDITION (2020) 8 — 1T 1 i RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES4 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0° S3 -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 IZ5— FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER N TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR =a DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E T I 00 M lit _ 6 MIL VAPORr- BARRIER ; D ,� 1 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/1'-4" CHAIRS TYP. (1 STORY) STD, 90 HOOK (SEE U.N.O. O U 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS �. z PAVERS . . " T : SEE A/S3 OR J/S6 T 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. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES M 2x4 CONT-."� I [ GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 20 #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 e „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. - - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°4/16" 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 @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x x 1.4 INCLUDE THE WALL 1.4 @ 24" O.C.) 2" 6 W1.4 WATTACHMENTS 6 x 6 W1.4 x W WWF OR FIBERMESH n WWF OR FIBERMESH ELEV. 4-3 1/2" z 31/2" MIN. �31/2" MIN. A.F.F. T p ° ° w � 1/2"(min.)-4" _ 1/2"(min.)-4" N 71 _ — ao 00 ^' 31/2"(min)4" o • C31/2"(min-)_74' - - (2) #5 CONT. 4" V-4" 8'r (2) #5 CONT. 4-1 '-4' 8. U.N.O. MIN, U.N.O. TYPICAL BEARING WALL P STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 GON1.. PO pcy' M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C ��NNJ us LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cad 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: SEE SECTION C/S3 FOR 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING VALE N INTERVALS 10'-0SEE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 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" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6JBOLTS BOLT " "" PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7"EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1,4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 W/(10) 10d NAILS r 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PL\\ ATE WWF OR FIBERMESH TYP. ASSUMED FINISHED ,; � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING IN w o • ° ?' o GRADE �l ° ' ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40k$i ii ° z ce) � FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a MONO OR STEMWALL u. b. FOOTING MONO SHOWN FOR CLARITY 00 6 MIL VAPOR BARRIER ;. ° ." - oo ;_ R 1 7/8" LU �''Tr ° - - - 1.- x #5 REINFORCING BAR r — — r #5 LAP SPLICE 1< (2) #5 CONT - - - FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. -6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 GRADE ° 00 — — — — — • _ _ -(1) #5 REBAR w/ OPT. I —I .1 fT� ff I I- I I- I I- f I=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS E d. c•� 4. ' M M' ..• . 7'r"�• � o0 • ;.. " 4" r SEE A/S3 OR J/S6 �� l; I I"', FOR REINF. INFO. 3" MIN. CLEARANCE 1'A" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" - J CONT. BEAD SEALk ' •. ° a INTERIOR °.. • e -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 x OP G _ CV — - M 6 MIL VAPOR BARRIER 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS XXIXXAI 10" (TYP.) 8" 1'-4" 819 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I ° � AT 24" O.C. MAX. =" CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN -�7 T P F BEAM 0 0 A. (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL c - - -° ° ° a : E rrrn r�I,�-r ° BEAM SIZE & � C a CONNECTION INFO co • 2x4 #2 SYP P.T. FRAMING w/ T - "T� sU 8ff MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. w ¢ SCHEDULE OPTION #1 ix SEE TYP. WALL SECTION FOR ADDITIONAL j SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o LU CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" 53 -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 ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND -- LL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD -INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN w 0 > SIZE VARIES PER PLAN = z M .� CONT. BEAD SEALANT ¢ w/ MIN, (2) #5 VERTICALS 00 GRAD E > _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 r o w SIZE AND REINFORCEMENT) z= _ • w WWF OR FIBERMESH �,, (n w w z " BRICK PAVERS or SLAB PER S o v • • • • z ° �� 0'-0" FIN. FLR. COMMUNITY SPECS "- � 1=III-III-11►��- FOOTING 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" ��S3 BEYOND ,, :.• •• . PAD REINFORCEMENT 3" MIN. CLEARANCE ;°•.'� ° • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. ciao INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4" - 1'-0" SCALE: N.T.S. S3 rt'.h 1� s N W Y LL1 0 C5 r C �•�- Cl. N lfl Q i� N y C J Q N � A E c w � e 1U p� 61 .JC1 ro a. N Q � E ro ra a v ;��• ' �,•N S E 04 CC FL Iltl!{M��t4tOO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) M I, C'4 v z CO C 0 °? H fjnZL, ai M '0 qb a �LLLL it Z = � -, `0 `N W W 39 16- ' In LL NZd� N OU = W pp z N f7 z � Ina z �c V g 0 001> z ow J N ¢ cam` F Q 1= z® F� g �n RU &` VO 7U oz �� Z �c � ¢z wg tb �� o� Z W T � °� 5c y w W mo paZ N u, ua O 7 J aQ7 �? 0�w Z s r = LO LO a� C co co O M O r V) m 0�/4� ■ . . IUD ct�l CD CN M Q 0 ui G cM r- 0 Z Z f/1 O N 0- _ a o 1 3 JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. S3 (MONO) SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" 0/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHED(2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8„ 7/8" STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL TH C NESSYERS 7/8" OVER 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ METAL LATH. FIRST 2 LAYERS DRYWALL NAILS POINT w/ (3) 12d SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER MIN. EXTENSION FROM LQ TONEAILS SPACED STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EXTERIOR FACE OF BLOCK ❑ ❑ RESISTIVE BARRIE PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8xl6 BLOCK SIMPSON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4 WALL ❑ ❑ ❑ NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS --- DOOR OPENING*I*t - - DOOR OPENING - ❑ - DOOR OPENING -� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END LTO DRAIN REQUIRED FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ �\ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v TO BLOCKING WALL ❑ O/C FIELDA,--ra (2) 2x HEADER WALL CLEAN -OUT A ❑ ❑ 2x TOP PLATE PER PLAN SCALE: N.T.S. 54 ❑ ❑ 2X4 PT STUDS @ 16 O.C. 2-16d NAILS @ 24 O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS __ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB O.C.TUD . 24" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11 DOORJAMB WALL IS TO BE O.MAX. SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD ROOF TRUSS STAGGERED FROM BOT. MAIN SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. WALL HEADER DETAILrT� TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3FOR PLATE TO CONCRETE SCALE: N.T.S. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) REINF, INFO. S4 S4 SCALE: N.T.S. SLI AND FILLED Wl GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- (NP) TRUSSES@24"O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j UPLIFT CONNECTOR 5/8 DIA. x 8 J-BOLTS AT 6-3/4 , 41-3/4 , 71 ,AND 96-3/8 ABOVE GARAGE KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. (SEE SCHEDULE) BLOCK WI (1) #5 � SCALE: N.T.S. �,S4,) SCALE: N.T.S. S4 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) 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)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW "�III 1STD. - 9d'HOOK-4-11 •• GREATER • • PLAN) � � r ' ' •� • III CE11 II I!! IIII� III Tl i11 111� - �IIII IIII�' TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" 71" - NOT TRANSFER LOAD. WALL DOOR STOP MOLDING 2 x 6 P.T. GARAGE DOOR 17 -MAN 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 ' kNAILS TOTAL) EA. SIDE OF �8» SPLICE STAGGERED 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) °e ° • HTT4 w/ (18)10d NAILS (3610#SPF) °o ° • HTT5 w/ (26)10d NAILS (4670# SPF) °e , • DTT2Z w/ (8) 1/4" x 1 1/2"SDS (2145# SPF ) °o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) °°• HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) -- - 58' _ _ _ 41 J-BOLT TRACK BRACKET DOOR TRACK ANGLE M. ' �; 10d @ 8" O/C OIQ r�NOF ATTACH EXTERIOR LSTUDS W/ (4) 16d TOENAILS TO TOP PLATE • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) �- a HDU8-SDS2.5 w/ (20) 1/4" x 21/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8"EMBEDMENT w/ WASHER &NUT - 34 101.W/MOUNTING 6 3l4" --_ _= - 31/2„ - NOTES; NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. BOTTOM SPLIC OVER STUD MIN. 8" EMBEDMENT w/ WASHER &NUT FASTENED TO TRUSSES WITH 8d COMMON 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION EDGES & 8" O/C FIELD PORT @EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL SIMPSON SP1 w/ (10)10d M HTT / HDU TENSION TIE rN VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. S4 S4 S4 2x P.T. PLATE OOF TRUSS F= 2240 LBS Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX 4 OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON nC W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) O REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON IMPSON SP4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK114 SCALE: N.T.S. �,14� KNEE WALL ABOVE MASONRY WALL DETAIL F 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) (2) (1) (2) (1)LSTA30 (2) 3 (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 SP2_F_ S ROOF TRUSS ABOVE US 11 2X TOP PLATE 2X BLOCKING OVERLAPPING 2X STUDS @ 24" O.C. NAILED /8"x10I "J' BOLT INTO (2)16d TOE NAILS @ 2x O.C. MAX. TRANSOM 10d NAILS @ 6" EA. BLOCKING MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED 2X P T SEE SECTION J/SS WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND K/SS FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SP1 SCRAP MATERIAL WITHOUT UPLIFT _ K.O. BLOCK W/ 1 SEE FLOOR PLAN NOTES FOR SIMPSON SP4 @ IMPSON -BOLTS 24" O.C. SIMPSON SIMPSON--- #5 CONT. & REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED SF A/h�w 2-ROWS 12d NAILS STAGGERED LINTEL 2X P.T. PLATE 5/8"X10" J-BOLTS @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ @ 12" O/C FOR 2"x10" OR GREATER HEADER q / 1 2X8 P.T. BOTTOM P TE C KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SIMPSON C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A STAGGERED K/S4 GARAGE ENTRY FORM DETAIL e BOX HEADER • EXTERIOR HEADERS: TRANSOM FRAMING SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. 10d NAILS @ 8 O/C TYP. ONLY (1) 2x SILL PLATE W/ (2) `ro o 0 BEYOND. N 12d TOENAILS NAILED INTO - - - - - -- IN PLACE CONCRETE • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4 �� -- PLYWOOD TROWEL FINISH SEE ' ` /-8x8xl6 CRIPPLE STUD TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6 O/C EDGES " o & 8" O/C FIELD E SHEATHING GENERAL NOTES \�\� GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND S4 SLOPE FORWARD � \ � CONNECTION ASSEMBLY R ADDITIONAL B FOR DRAINAGE �\\\� GARAGE FLOOR 2x STUDS TYP. DETAILS . SIMPSON SP4 w/ (6) 10d x 1 12" TRAVEL DIRECTION OF - - SIMPSON SON SP6 FOR 2x6 WA L U (USE WALL, USE PLYWOOD GARAGE DOOR �_ - 00 SIMPSON HTT4 TYP.SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING 4 �N�NG U SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY HOLD DOWN RECESS SIMPSON • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL CONNECTIONS LINTEL SP4 oMAX. (MIN. (2) PER BOTTOM ' SCALE: N.T.S. a . a NOT REQUIRED @ PLATE) ALTERNATE: a a BEARING WALLS NOTED SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T.. PLATE BOT WITHOUT UPLIFT 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED @ 24" O.C. FOR GARAGE DOOR AND WATER GARAGE FLOOR.("Q rR GARAGE ENTRY FINISHED MASONRY DETAILPLATE P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 54 5/8"x10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. +ry 0 c�a a CM d G w U_ o� N G N Q .N io a..a c E � J C1. u v�- ,�`��y;t'<ItltltSftiff �fd�d�� Olt � FLOC •��' SSIOX.A \� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. f» FA 0 y J V wa � Z c�w. U. -v a z m 0 W Az m w Z dd' r- Z N OU W U ❑❑ N z � lfbb z � �N z 49 N o +-J c., LLj 'fJ 0 LLj C aim 8 VS'. C • w U_ p wO S >M z0 QE IIJJ H �z oa zE a= �40 s zLL >Z z am o� �z W a Wg � W y (YI7 Itllllllll� 21% ° T 2 LO Liz L, F— 0 Y Cr Y m r m *-+ LO QI 0 -v M O) 04 CD 04 0 CM r � LO CD m T r CV)Z E LD LD c a 0 _j Q o JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. S4 3 m ca r% i 1'M LO S s LO m N LO 4 7 0 J Ln to c Q N N EE G g t� 0 0 bi a U LZ M 0 A 0 4 a en 0 N _N' 0 r iv to SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9" 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 10/S5 45"t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 -0" 0/C EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL ,r 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD7 EDGES AND 12" O.C. FIELD IL INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) // GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING"` 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE \ (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & �� @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4'T" ON TOP OF PANEL 10dx3" @ 4" 0/C INSTALLED PER MANUF. °� 48" O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO , FASTEN WITH 4 MOISTURE BARRIER SIMPSON META12 w/ (7)1Odx1 1/2" NAILS AT 64' INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" m PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4"TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24° GABLE WEB SECTION 2 WEB, USE MSTAM36 wl (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1f " (2)16d NAILS -WOOD TRUSSES �° � go 2"x4" CROSS BRACE APPROX, 8" FROM 2x4 RAT RUN BRACING 1 1 2" 1 1 2" • RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24° (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF ; O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILSif -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS At TRUSS VERTICAL SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E E-I S AND 12" O.C. FIELD JACK TRUSS <._ SEE PLAN FOR OF THE LAST LAMINATION ( 2x4'7 ON TOP OF PANEL L 2x4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ 2 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION () BLOCKING, FASTEN WITH 1Odx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARI G 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 8 SECTION g _ SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-01, 55 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 TOENAIL 2) 16d NA 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.0 I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131 @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 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 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN.NON -LOAD BEARING LOCATIO(UNEVEN CLG.) SEE TYP, WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C, 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GABLE TRUSS L—CONT. BEARING GABLE END BRACING DETAIL SCALE:314"=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. Cr q0� o IX CORNERJACK 0 Y a v W Z Cr 0 U HIP FRAMING REFERENCE PLAN 0 w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. M 1118 C 1111,1AIIII III cc mm AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Cn N 0 N e� N m c = ES ILL.,� a X� o C A C-1 N - m H �L'--a o N -p N r r 'C 2 X .2d r_� Q x 3 3 CP c E � o a _j GDCIA 4� '" •' F O ' r��tlrr,� f � i �+►t�tt���' 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 � �8 v S C °1 C y) N ch of iM LL J It a �_LLLL o o = 2 ` °' F04 o o W I- rn W T� Co N Z Q N OU V Z W ❑ ❑ z Q J z CD W n 0 w $ w ® _ I C) c • Y r co M ZO z U_ w� R E° wLL =e �dU g � a O od Y z L q 7 Nra . C ¢ °y m f zLL z 8 m ° aw �z s° y `8 a NF W m= 2O2� 0 1 C to v zla a 3 L > �; J LO CI m �-..L0 O 0 Y Y V) m N m C LO T 'O M p co N o M r LO CV) Q T ui E CO r M T o Z 4i E O Ncts C a U J J JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. S5 3 m N M 9 chi a 5 LO LO CNI m ca S I N 3 Q E i `o Lz i a 5 tz- N N C\V ci rR ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SCREWS 7" /C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w! (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 /—PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o i 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 LAYER 1/8" THICK. LLw —INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"X8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL W Cn AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE 00 (3) # 5 REBAR ON 3" CHAIR r rI I L� STD. 90'HOOK W!3"MIN. CLEARANCE 4" 1._g. (SEE DETAIL) TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE: 3/4"=1 '-0" S6 SIMPSON LSTA24 STRAP w/(8) 10dx 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER rTE W/ O.C. )OR TRUSS/JOIST 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 "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 1© L�1•J 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °Q SEE FRAMING WEEP SCREED Q z PLAN '' INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1^" ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE JIS6 FOR ADDITIONAL INFORMATION. TR B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=l'-O" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR01 SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE:::X 6 x 6 W1.4 x W1 A WWF OR FIBERMESH .. 4. , <D k .. • : . . 1 8I' " 1' 8" �1 8" (3) #5 CONT. NCEMIN 3" CLEA INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. W 0 CD (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET t1w G FLOOR SYST M 2x4 PT. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 15/32" OSB EXPOSUREI F SHEATHING $ SOLID 2x o C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION a cwi C 1�4x X rx w 11 2x STUDS BEYOND. y SEE PLAN 'MI L rN 3/8" "S"- NAIL 3/8" SPACING S 3r4" S 1/2" �* 1n" S Uz,. SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #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) Sd NAILS a 3" O.C. STAGGERED FOR SHEATHING JEanr 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 X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy®". cn ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL M @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL, U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL w 1-- O J O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > r O — �_Oor2 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. vi Or' m LL 0=�' U. F- p @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w o MEMBER IF GABLE END LL N w NOTE: rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 13 1 X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS 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)10d x 1 1/2" EACH SIDE Op ti40 N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / Zx BLOCKING HORIZONTAI=PF---\ @ 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 W 1.4xW1 A F WWF OR FIBERMESH C " 4 •' • .E� d �a -1 11-I I M III I I A. .: 'I I III III I III I II I II I •; ' I ;• . HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) (2 1 2 (1) LSTA30 4'.9' (2) 3 (2) (2) (1) LSTA30 (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/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. 00 FINISH GRADE I— o0 (3) # 5 REBAR ON 3" CHAIR J 14" V-8" I W/3" MIN. CLEARANCE J ALTERNATE FOOTING V @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 919 I N 0 N � cV c � -a � ul > w o Li.• a u c� 4 oa y �p C y W G -IxN as d .y rY � M y a> ■` C CP y =L c E � a a � C] v : \G;N ^ �2�' N 4� x 1� FL O r SION \ 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 - Resldential 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 Ii- Loto 61g.9 di '4 0,1.-r-R 9 G M 0 M LL =J u- 10 W q W LL a LouZ a, —0 .6— t m 0o N ;M�; � M i; w ILW N Z Q Izz Z N -1 OU W ❑❑ z N CD L LU 0 l� Jum c f13 g � o w u E zo � 0 E z® H O u 'z VO az KL z N K O 40 �� m LL zc� W T3 �w wq dx `�la ov 3 2 r = : � J LO e`$' QL LO , Q I— �— Oca O � Y T r U) .2 N m C U) r ¢I �••+ Q c Mo � I`04 N N O Qi M CN LO M Q LO r r E r CM o Z z m E O E v c a U _j Q JOB NO : 23-00521 SCALE : AS NOTED SHEET NO. S6 (MONO) 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 j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING FLOOR JOIST STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO It 1 F 2x8 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING x8 SYP D 2x4 PT NOTC INTO STRINGER H D ---2x8 BLOCKING FOR STRAP 2x8 SYP L-1 x4 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 r/1P'f PYI^r- Aw111 Ml 161 141f-d-%MhAAT1n\1 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L/2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" 2x8 SYP 2x SYP CUT TO FIT BEARS IN WALL --2x12 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" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 77 `- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" NAILS) SECTION VIEW "A STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL 11 SECTION VIEW "Bill SCALE: 1" = T-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER bra 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 cr-- ROVIDE MOISTURE PROTECTION LAACH ALL COMPONENTS STAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ -1" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. TOP OF STRINGER STRINGERS R 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" W/ SIMPSON H3 AT STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED "PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL -- ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK '-2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS L� SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L4/GLUED AND NAILED TO STRINGER J� FOR DRYWALL SPACING /\ SE t7 SECTION VIEW "Ell SCALE: 1" = T-0" CTION VIEW SCALE:" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 DRYWALL STOP NOT SHOWN SECTION VIEW SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER t' EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = T-0" ^ SECTION VIEW LJ SCALE:r" e PER CONTRACTOR F1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT .TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO JVALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT .TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" air 0 e.e N c ® 0 := LAA LL 9 W o y o G N V GV — .m,< G 61- O- N N O L N G W •� E s c x 3 � is a, a1 .o C" c o � T c E Cc o a � 0 ,.00tuttetttttrr I'll". 71 •. p r+ • CV• ��/ \G �n� (r r. :• J cu �\ I,6l.t To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. V Co 6 tp 4 0 °D 0 iq�rZ Ma . Q C LL W �LL� a Z C a, 4 m N, go LO Cq M Z Q J ILZ ZN OU cc W ❑ c7 � N z Z n J a_ ;n 0 .1 Co 0) a--+ N Uj 0 W c n M s �S o o E �� 14 a� a W H rD o s a U z r � p0 QO u tr� � "xZ o0 Z�= m O) J A_ mo aw W c a 10-M0 Q T— _ L Liz rn B c� Q (Z C Imo^ T .__I r Cr r m U) .2 N LO T 0 -2 M C) I m N CO M < N N Ln M Q LO T i•— r M z rz E 0 E �? w m av ¢ to _j JOB NO: 23-00521 SCALE: AS NOTED SHEET NO. ST N In ts Iv <n 0 m N M ts 0 J N V 7.+ 2 i1a 4 E `v LZ 0 .9 a a f N N N a M E9 oN S rR DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 �1/2" DRYWALL DOOR JAMB (REFER PRODUCT -1x4 1/2" DRYWALL P.T. LFURR TO PRODUCT - ,— TO TO PRODUCT APPROVAL FOR COIN. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. E 1 X 4 3-1/4" LONG X 3/16"m P.T"0 NG 3/16x4 X 3" LONG TAPCONS E FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" @ 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1I2" DETAIL 1x8w1(2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 112" 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. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16° O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETAIL 21/4" DETAIL STAGGERED @12"O.C. -4_1/d" 11PTOII x 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 BILK.) 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) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� —� 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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG, PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK T-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)1 Od NAILS AT EA. END _44�z LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS T-O" SECTION A -A 8" 1/4" x 31/4" TAPCONS .--LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBr (TYP,) STD. 90, HOOK (1 F�11 [::71 71 ±5" 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 xl 1/2, SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl 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 ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS . i I JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 00, '- 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 4Yi' 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" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6��1, 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 to �q n REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE to * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANELL SMOOTH. DO NO FURROW. `' ':' , ► ° F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT 1 GRADE >, . n FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p g ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 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. 10 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 *41111, UNACCEPTABLE INSTALLTION DO NOT DO THIS R 400 rHE 00 !S ' FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW #5 REBAR (TYP) ' 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA ff PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24 O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 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"x1/4" CROWN STAPLE @ EACH GROOVE L _ 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 + �FN�ry + + + + + + + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—' SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8' O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO + + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'4") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS CFF CHFFT M Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3« - Z O a 2 U_ O LLI a U_ 0 @ FIRST COURSE 11111, SS 2"x BOT. PLATE WI (2)10d @ 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 r-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/41 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 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 ,-011 5'-011 NISH SCALE: N.T.S. Y ku • ' ° ► • #5 BAR pAll,° .• CENTERED W/ g ►.. +► ` IN TOP 4 q d KNOCKOUT / ' CHAIR BLOCK MONO FOOTING ' , , • SIZE AND REINF. PER PLAN °. AND SECTION DETAILS CLEAN FILL .► • DIRT ? z g • STANDARD 90' HOOK #5 BAR IN FILLED CELL -. •°AAwo Sk- STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_EXISTING FOOTING RETROFIT_ FILLED CELL DETAIL I^% LLB.-nl ALI SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. M N O CV .-.. N c 0 L J Li— > W o ' 0 c.i a5 r— o_ V N m >C N N O R7 ICU c a ,c c d�-a f $ M = m tj � U Cf N G� c E cv o 0. u ���i��1111111ir A, VIV I 4c" w U `40 Off `. P FL.0 o, RO�`ESStON� e , To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structureI engineering portions of the drawing pages bearing Engineers signature and seal. h E gNS 0 :_ NNO32' 43 "R � Q6mv -, At LL 3JLL U_ li 13 Z —ern a S C W � � °' W °' m FW Z N M Z a F N F LL In O U c.� uovi W 00 Z M 2v z d N AN Z M a) 8 6 u, g •U_ 0 w g v � LU U Is M J � W E 0 � aLL Z0, =o Q H l 7 <o f o U 00 U Z�E ns =z wZ g m� (a z1, z NO >Z � W 3 _ 3 3 o Zo dz NW _ �z 3 A _< T' Z LO L Q L T `� (0 O m O O T Cr m C%) m N 4-1 c Lid r Q 0 'a M 0)I ca N C) O N N fV coLO Q LO a r T M d Z 7 '_ U, E C) Z cc a E U � Q p JOB NO : 23-00521 SCALE : AS NOTED SHEET NO. SS m M M ts B S LO m Cq 5T O S Q� T N LO ul B 13 N N F—C E EZ 3 d 9 N N N N 8 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) 1 WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS ,n„ 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----Z-WOOD 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 r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE - TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES T All ,-��� ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE OILVARIES SEE PLAN FOR WALL LOCATION 2x4 #2 SPF STUDS @ 16" O.C. O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL 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 16" O.C. MAX. INFO. SECTION ENTRY 8 SCALE:NTS MI 16 SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS i1MPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE MF PLAN FOR MOI VFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM" RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLAN M OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT 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 SEE PLAN FOR CANTILEVER IF INDICATED CORNER— SEE FOUNDATION PLAN FOR MORE INFO �y COMMON BM. ATTACHMENT SCALE: NTS I 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. I EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 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. TRU 1 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. 0 `—• 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 �,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS e COMMON TRUSS ' SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS � 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 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS 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/ /(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 en 0 coo car = 0 co -o — � d U_ � t Q N o G !O N co -gym,. N IC Q �N � m • � N X ayd d c d p C= 3 d d c E d a. etttttturrruf ';p'O W/v P ,.--NSE• Q.`,61 o A ,r��✓P,�s� O F E S 1 0'0 S ft{/rtBBttta'�`�t,� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W o A $ R Q 2 g 5? (0 0 ins'Z'R 8 9) �0 .4-9 u_ U. W ,u a Z mcn o L W arm O o W m Z_ ° d r ± CV 0 0 y W ❑� z z J N IN z q v ft3 LL, ,o u 0 w wigw � W z Of O M 9 w z J o_® In a V r6 Eo O w q uz z N az wo wz N E Q) N O Z l Q w iZ W a Low o W �r Ig =124 T^ _ LO LO c� _ < ;(D L T :3O Ica ? O J Y — Cr T m CoLO U) m N O c) 0) (D I 0 (V N N LO 0(0 E r 4' coo Z O in E E !v E .. a W c � a U _j ¢ p °� JOB NO: 23-00521 SCALE: AS NOTED SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) 2 12d ( )- GABLE END FLOOR SEE SS FOR RETROFIT NAILS BENT R TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN 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 0 BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO 0 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 o 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS to 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 Qq 2x4 #2 BLOCKING THAN 4 FEET BUT NOT EXCEEDING 6 FEET. OPENING LARGER THAN 4 ft (2) 2x ' FLOOR SYSTEM 7 SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END '• CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB • • • (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL REQUIREMENTS 1-1/8" RIM BOARD TO HORIZ. -` =,� BLOCKING / TYPICAL BLOCK WALL 2x CRIPPLE AT EA. END OF OPENING INFO SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • : �' ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d SHEATHING (MIN. 7/16") VERIFY W/ PLAN 8d NAILS @ 3" O.C. WALL SHEATHING , JOIST SEE PLAN -' ij'� �:% r ' =' (2) 12d TOE NAILS TOP i =' (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8 o.C. FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD ;/ & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING "I , AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. �!� i 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 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. — 2) 2x8 OR (2) 2x6 TOP ( JAMB STUD NOTCHED AT HEADER LOCATION \ REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION- PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ HEADER w/ (2) 12 TOENAILS w/ THE OUTSIDE J NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP (2) - 2X SPF TOP PLATE SEE PLAN OR SIZE :.� NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE 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 AOdFLUSH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE CONNECTION PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUD EXTERIOR HEADERS (2) SIMPSON MST37SEE SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q (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 „ C B B PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C FOR 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. H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 2x8 SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, (BLOCK SOLID) JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS 2 x CONT. T & B TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. SEE PLAN FOR COL. SIZE AND MULTIPLE STUD PACKS J 2 x 4 #2 SPF STUDS g O INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) B O X HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) (2) EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ;: ANC OR OLTw/ (2) 2x TOP PLATE SEE PLAN E F Iyp F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d 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" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. BELOW JAMBS • : M • ' - -- - -- TOP AND SIMPSON SP1 w/ 10d NAILS AT BASE (10) *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 PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. aC� 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. @ GIRDER SHEATHING CAN STOP ONCE UNDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER CONNECTION DETAILS FOR REQUIRED AT TOP PLATE TO STUDS TO MATCH x SEE SS FOR RETROFIT SEE 80-2 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 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 IS USED IF DOWN SET OR BOX HEADER IS 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 OF INTERIOR HEADER 10 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" 0/ N 2x CRIPPLES @ 16" O.C. (2) @ END OF HEADER. SEE T F ?'�4 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB 1 2x SILL PLATE W/ () (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x '�8• T TOP SPLICE til/N OA (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING E EXTERIOR HEADERS E 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING 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 Ale 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/ NAILED TO STUD PACK � FLOOR DECK FLOOR DECK " O.C.NAILS 3" .C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 ol 2x8 TOP FLOOR TRUSS/ I -JOIST 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 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] rjo_' TOP PLATE SPLICE DETAIL 9 1� SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. CV j N O N N IoD W d Lsa n G1 a O C N V C'V N /0 G L N O f0 4/ Q N � 3= W ram+ Q d CAI a 3 L J�,aa J U N d cc N CL 'a E em a W ti W J ( nn Ei U ) � M F L N f��rrlrilllttt�"�10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1» V `" O SO- 0 co •� OD N Imr� a 'L J U. U d aC� O W � �j�rnrn W co z° d J IL In (y OU y Z W ❑❑ 0 U Z z a $ d N z (D LCn ll Ow N c .v m Q N O) �o(pQ M M y q zZ O I a LL- '0 � E a cc r6 V ' oop E c0 �a 7 oQ w z z a) t S dG �� Z a� �W W _ r p � W wF 1 0 y0 .j zla a O •12 T Z LO rn cc �-�LO F— L T co C)ISO C:) T — T Y U) N m 0° c Ln QI 0 72 M Q �± Nco O CN Lf) C M Q U) r N E CO t— M c z T E O g Z M C a E w U ¢ p JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. D2 2x4 STUDS W/ USP - SPT22 @ BASE SEE J/S6 FOR MORE INFO, 16" FLOOR SYSTE7M--"/ SEE PLAN FOR DIRECTION USP LSTA36 STRAPS - EXTERIOR SHEATHING ATTACHED TO FLOOR ATTACHED PER TRUSS /BLOCK OR NAILING SCHEDULE RIBBONS 2ND FLOOR STUDS SEE 5/D2 2X BASE PLATE CANTILEVERED FLOOR TRUSS MAX. 8" CANTILEVER 2x CONT. RIBBONS W/ (4) 16d 2x4 BASE PLATE W/ NAILS OR 2x4 CONT. BLOCKING USP LSTA30 OR W/ (2) 16d TOENAILS EACH SIDE MTW12 TO FLOOR EACH END TYP. TOP & BOTTOM GIRDER BELOW @ 16" PROVIDE SOLID BLOCKING O.C. BETWEEN TRUSSES UNDER WINDOW JAMB CONDITIONS USP MTW12 EACH FLOOR MIN. (2) 2x6 W/ USP JUS26-21F TRUSS TO 1 ST FLOOR WALL EACH END BELOW FLOOR GIRDER SEE PLAN FOR CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE. 3/4 = 1-0 DOUBLE 2X TOP PLATE 1ST FLOOR STUDS SEE 5/D2 CANT. FLOOR TRUSS @ 2 STORY WALL 41 SCALE: 3/4" = V-0" era N O N N � M W -o j W o LL- y o ago C N V N .✓ C lL p-, M O y 67 O N d N Y d E L c � c o s' a. y E C NCi O a L I;a,?,o W P 00 c •. • -j 6� AJ F L • �. . ��•�M/11111 illlttl���`\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residendal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W F• o d N of $ is Q M CD k W Z-v- Cq gLLLL LL li a SZ ��� W �O'O. W LL3CD m 0 NMZ<� OU u y = W ❑❑ Z �S Z � Q d. �N Z � C9 N •� � Ow 8 N w w M N �zL � O Q LJL (O C Q O ?p ou � Qgi ?® U �z M 0 ❑a U 0 z ro c� < o �¢ t L m d fu C � Z�Z yU UpZ Z QJ 0 > Z i 2 SZ W � L)W -ORaiE 10 � r = L0 O Q CL F— �� \V O (9 O —J Y Cr �— V) ZCR N m 4-j LO 0 � M Q� 0 CDO M � U) M Q LC) T r £ M f E Q Z ` m a E U � «? Q p c (1) JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. D3 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 • c ' 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT �' REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME - 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 0605 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 ^' ^ 'r-) WEATHER VE BARRIER & tARILY SECURE 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 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHINGe SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ' in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING NAILING FLANGE r�r�ornrv� r�nonnvv 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE A v 4 V-4" PER PLAN V-0" PER PLAN 4 SHOWER SEAT < WEATHER RESISTIVE BARRIER S.N SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHI SEAL TOPS OF JOIS . _ UNDER DECKING (SEE DETAIL WP07) SELF-ADHER :J a d SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/a"-1" BEAD OF CONSTR. (0.6 Cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID 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 PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied Q w m a v Z Z� a a da PLASTER STOP W CONTINUOUS BACKER U ROD & SEALANT w w Q cr- w � ° A . horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 EMT. FINISH SILL] POTSHELF/CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE 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, _moo (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 APER TO EXTEND AMINIMUM 6" RELEASE AD ESPVEASS OWN) VERTICALLY FROM SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER M 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. JI Ground3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO �t THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER / 3-1/2" INCH FLANGE III THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH - PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB 1�BOND BREAK WRB �- -SF LATH I �i 1 ER STOP A NUOUS BACKER ROD LANT NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing / . . 1*1VVVV_V1r Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Cn N N r N c .c� m UJ a �u LL- •-� a 6 = p N c � m x Cn ea c+ VJ CJ = a }E C, CD ev 3 L � w c � T N O- �e � o O- U w M Q N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H a of 8 N U 2� C 0) 01 ~O V Q N C J LL W a Z 0{g's JLLLL a a 0 C ( W 8.i-� W Z IL N Z a k Z OU N W ❑ ❑ C9 2 V l N � z < J V1 z U (� '(J w O � J o _ 1 c C o M C7 u 0 WWZ < LL E zo 2m ¢x Q E rpo w Z� wo 0 0 a Z LP <? QA aw w� ro N- c E Y m o& >Z Z 8 ° zo U W `8 �8 �IX w 4 9X O '* W �IaT0 L_ T 12 Z La ! 0' rn m CL _O Y U) x `° N m m LO '(D co to I � C7 0 CN � LO M M LID 1Z T E E CD M Z M Z T E O M a E 0 JOB NO : 23-00521 SCALE : AS NOTED SHEET NO. W P Z99ZRT e l.� M Mounting Brackets (10 Gauge) 41/2'x4-1?2'x2-12e o 0 1� Back Cross Support (May he cut to W) See Anchor Schedule Bight Bracket (16 Gauge) Bolts 112' Die A32S Galv. iTyp.) o fi 14 Self -Drilling Screws 1 d-3/8n A/C UNt Bottum Edge • Hurricane Strap (Typical: 3 in fmht) 1N.i5hEfS Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) p 14 Self -Drilling Screws Thru Brackets & Back Cross Support into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Spa ili4 rnachilaosmn un4uhutiraLh ors p4rwlakxl w-rth rux6 Hcuao.�r .-Lr Hrucc P� r�earNa�d reelawd Sled Omwwx es"A ie spin regent le�diltaaal fee acid appif) Flodda Daps tment of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Fop1a1 12i'13=1 ,w Sam Am10La am Bw Iz" Issnana Do MM version reredaamrec Smite Enetnaereucrrs VeeddodIN VANKed ftilletined Fee amrolal AettaYad atL41a. AMnreno , 2020 ether Vent Products, Inc Michael Graham Hermes P. Nawo P E. Lake bard. P.E. 12MB/2020 12re2020 1212N2020 Appraed Cretlay: 8tnudVd Canponema (877)441.8]88 PE73778 (JJ4)7001600 MalCatsorr, Products hmoeuced asa News of InfoQamrMantOom Nan Technology Compllenea MaMod: E•lusbn Report ken a Flwlde Replsi4red /vdhnat or a Ucenalid Florida Professional Engineer Awl Quality Asurallu S Arnrevadfor Uss Approved te (m¢ 2WMO ,for U s M IMDWA ANdam Qidw ! ossum I NmrtVMIModal N1a40-a10 Dun FuncOm Flor)end Venation Vent 1MI11023 Yes Y. NM .1e0AI00 2 emartvand Model N15408I I Duel lr.hd- Flood end Ven§.d. Vard 121312023 Y. Yee N/A 000100 3 SmortYe.d MCda1N15401520 In AedFloWod Vnt 1W102M Ys Yes NIA .1WID0 4 lkmuenVer4 McdaIa154O521 heted FlootlVnt 12Al2 'Ns Y Yee NIA NIA 1100/.lgo 5 am "ono Model N1540.524 1641 Garme Door Flood Vent 12/312023 Ya Yea NIA N/A 6 amorlV4rd Modol W54O670 Wood Well InNleled Flood Yam[ 12012023 Yas Yes N/A .100E 100 7 ammlVent l4=4'1540.574 14sLqud: Osngs Door Flood Vent 12-312023 Yee Yes NIA NJ0. Florlds Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pawl .11 194=1 DRm ftsftor no nee 090PDXIoa gee I= Ye)m YltmdtlguL ir9otagt ERVBNLA OM YliWN§9 L Y WM Bs== f&GABRM%d AROLON mum Ra4d0 2020 Drexel Metals. IN. J19011 Bhumae Zachary R. Priest Lacke SoNd" P.E. 01VIOM20 OtI492020 oR2o2ozo ton32020 Approved Category; Routing (Wz' 303"1511 PE-74021 (334)300.1000 aubCaopay: Merl Findingnhumatafaotexmr,00m ComipNesdo Method: Evduain ReW Rom a Florida Raydam lArohisd or a Linencad semi PreXasin• Engines, Ftln rare#a produans OLgOv,6Mp04R Aorxowedfor Use AWSMMUXJK 1112111 DMIMI chid.& Nadal Mood. Nhnbm w Nsm4 $gduct,aflmlpgg0 4lreV�t..mredan pass In HIM 011911110, HVINZ Ittalst91E Pressure t Dmeol Mehl Readktp 9yelems DMC 100NS DMC 150m, DMC Ins. DMC 2008, 12/312025 Yes No NIA to/-180 DMC5V Florida Department of Business & Professional Regulat Ion Pep 2,0 4 Building Codes and Standards 1a Product Approval Application Detail 091 Fm&License peEm" pd Ta Vefoiw yalldaled BY vailc$*W i FOC.Aooroval Approved &bolus Revision 2020 Thrme-Tru Corporation Steve Josperson Lyndon F Schmidt, P.E. Ryon King P. E. 04I152021 12/312020 04122J2021 08/08/1021 Approved Category Exterior Dooms (800) 843-7028 PE-43409 (813) 767-0855 Subcategory. Swinging Exterior Dow Aerwrbkee els4pwsonotermetru.eo Compllanee Malted: Evaluation Reportfrom a m Florida Registered Architect or a teamed Florida Professional Engineer FLXKK* RB "soft rhea t Product ratlel. NumBer a Name OualtLyAnuntrial gmus2or pgpg Co Aoprolyd six L1as Approvedfor Uos Oalleat Jg F1VFfZ Ouhude HVN2 Impeed Roolyg(g) gaillgn Q�ayQ t a. TherrrTW Fiber-Gaealc and Snnoth-Ster Nominal 88A94,8 rquotlmpact8quot Opaque 12/312022 No yes yes WA Compoeto Edge F."Iess Single Door (Inawng/OulawYg: X txvsagumbon) 2 b. Theme-Tru Fiber.Classic and Smooth -Stir Nominal 5&M,,8 8quotlmpact&quot Opaque 121311=1 No Yes Yes WA Composite Edge Flberglaas Single Door with Stlelke(s) Onowinp/04dmswimg; XO, OXor OXO configumtions) 3 0. Therms-Tru Fiber-Casom and Smooth -Star Nominal 6&#*,$ 8quotlmpast&quot Opaque 12r31/2022 No Yes Yea WA Composite Edge Fiberyliess Double Door with or without Sidelkes (IigwirglOutswing: )Xor OXXO connguratons) 4 d. ThermwTm Fiber-Clecsio and Smooth -Star Nominal 89M,0 &quotimpacacimot Opaque 1213 F= No Yee Yes NIA CompodG Edge Fiberglass Single Door (Ins wg/Oulswhg; X configuration) 5 a. ThsrnwTru Fiber.Cbealc and Smooth -Star Nominal 8 AAO &quotli pactbqual; Opaque 12/31/2022 No Yet yes WA Composite Edge Fill"I a Skis Door with Skidoo(.) QreknWOe4awng: XO. OXw O)(O coMpgummore) 6 f Thane-Tru Flom -Classic and Smooth -Star Nomina( e"*0 tquotlmpactl4wot Opaque t21312022 No Yes Yes WA Composite Edge Fiberglass Double Door wwth or without SrelRs (IMw rialOutsw ing; XX or OXXO comguratone.) 7 g. Thernle-Tru Fiber -Classic and Smooth -Star Nominal 8&aW.5 6quctlmpact&quot Glazed 12131r= No yes Tea WA Composite Edge Fiberglass Single Door (I nswnglOutswir% X configuration) 8 h Therms-Tru Fiber-CMWe and Smooth-Srr Nominal 88AGP,8 &quotlm(met&quot Glazed 12r3lr2022 No Yes Yas WA Composts Edge Fiberglass Single Door with Sdelae(s) QnsvwrglOtllswrg: X0, OXor OXO conf srurertlons) 9 i. Thema-Tru Fiber-Classicand Smooth-Shr Nominal GU%,88quotlrrpectAquot Glazed 12131/2022 No Yee Yoe WA Composite Edge Fiberglass DoubleDoor with or without Socialites (InswinglOuawing: )O(or OXXO configurations) 10 ) Thetme-Tru FIeer-Classic and SmoothSlar Nominal B&N3P,0 &quotlnlpact8quot Glazed 12/312012 No Yale Yee WA Composite Edge FI Isinglass Single Door (Inswinploutswov: X conagurebon) 11 k. Therm-Tru Fiber-Cassic and Smooth -Star Nominal 88,e9910 &gUotlmpat&quOt; Glazed 1213ll= No Yes Yes NIA Composite Edge Fiberglass Single Door with SideIWa) 0n5Wnpl0ulawing; X0, OXor OXO configuratona) 12 I. Thermo-Tru Fiber-Cleetla and Smooth -Sher Nominal SAIG 0 &quotl mpect&geot Gland 121312022 No Yee Yea N/A Composite FEdpa Fiberglass Double Door with or without Sidelites 0rtwanglOutswing: X( or OXXO configurations) 13 in Therm-Tru Fiber -Cusack and Smooth -Star Nominal SW%t,8 liquotlhpact8quot Glazed Molded 12/312022 No Yes Yes WA Open Composite Edge Fiberglass Single Door 0nswngrOut rwkg, X ccnfgurabon) 14 n. Themn-Tru Flbar-ckosdc and Smooth -Star Nominal5&N3B8 &quotlmpact&quDt Glazed Molded 12r3l/= No Yes yes WA Open Composes Edge Flbargloes Single Dow war Glazed Molded Open Sideuas(s) (Inwwing/Ourwireg, XO, OX or OXO configurations) 16 0. ThemcTru Fiber-etasac and Smooth -Star Nominal MA13P8 8quotli pact&quot Glazed Willed 1213112022 No Yes Yee WA Open Composite Edge Flbarglass Double Door with or without Gazed Molded Open Socialites (Ir-rg/Oubwi o. XXor OXXO configurations) 18 in Thermo-Tru Filo-CI sic and SmootMsbr Nominal 611,1139,8 &q oQrm ad&quok Opaque IW311= No Yea Yas WA Compoeito Edps Fiberglas Single Door with Welded Open Sralihe(s) (InswinstOutrwing, XO, OX or OXO configurations) 17 q. Therma-Tru Fiber -Classic and Smooth-Srr Nominal WSO;8 liquotlmpactliquot Opaque 12f312022 No Yale Yet WA Composes Edge Fibmglss Double Door with or without G lazed Moiled Open Sdelds (I naW ng/Osdswing; XX or OXXO conagurmsala) Florida Department of Business & Professional Regulation Pop I art Building Codes and Standards 10=1 Product Approval Application Detail A! i �' 114� 4x.. 3'saa. ,. fob agta(at tics Act! gain" Dale tag Sversion MamillsuWLH Bathes[ srrewauearm validated By YlIIIWW Submi6ed FaC Accrovel Ag➢ll7YI4 a" R4Melon BD20 PGTinduwi. Jena R000vreld Msni-Dads OCCO -CER Mil n, Osda SCOO-VAL 11/1S2020 IWVA20 il/ 2020 Approved Case": E.I.H. Doom (94I) 48&0100 (780) 318.2590 sulrCdagery: Slkang Exteder Door Assenbin iroeovnki®pgorWJanso Comsellarn Method: C.0.11. Mein a U.1M9 an finLinniam Quality Assurance, Accelerated fa Use Aeoroved for Use M= IUD Produce cosarlicum e in 11. 1 Ate bw 8N11 e066570 (tarps Msalb Impact) VYmyl s OHIt Y.NIP1iMILL August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET,, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Number(s) Ex a Date 1. EXTERIOR DOORS ITherm Irk;%.provall FTestPressures I A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation F L2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-160.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Solt FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 PI glass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boml 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 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 f All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Stroh -Tie 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, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel CC Building Codes and Standards 126rmn Product Approval Application Datall liar EotlOrr or Doh pats ➢eta ewg)aa pats Ig version mapy(agtyrier contact validated By validAbd Submided FBC Approval dyed gAU Revision 2020 Thermo-Tru Corporation Sa" Jaeperson Lyndon F. Schmidt, P.E Ryan J. King, P.E 07/231= 07/1212020 07/29M20 10m3f2020 Approed Wry. Exterior Doors iWq 843.7828 PE-43409 (813) 7374WM subCatspory. Swngirg Exterior Door Aaeembtes s)aeparmonothemebu.00 Complhnes M$Mod: Eualustbn Report from a n1 Flora Relgatered kchtecta a Licensed Florida Profasalonal Engineer FIJm0470-R3 Produces 9l8lm(9aa&fM Approved 1br Up agamol=m imm amm Seas Product Medal. Numberor Name product Dasenotlon Conamel Expimbon Date in HvHZ outside HVHZ Resistant Pressure 1 a. Theme-Tru Fiber-ClassG and Smooth -Sou Nominal O&N3P 86quot: Impad&quot Opaque lmlr2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (lnawnWO derwirg; X configuration) 2 b. Therms-Tru Fiber -Class is and Smooth -Star Nominal 6&#3R54q, :Impaot quo[ Opaque 121311= Yes Yes Yes WA Composite Edge Fiberglas 5dnple Door with Wallow (Ins•MngfOutswing: XO, OX or OXO anngurnrna) s c. Tharms-Tru Flaw-Clwlc end Smooth -Star Nominsl U00,6 &quotlm lad&quol; Opaque 12131=22 Yes Yes Yea WA Composite Edge Fiberglan Double Door with or without Srsi6e s (Ineweg/OuMWrig; XX or OXXO ooMlguraton.) 4 d. Therms-Tru Fiber -Classic, and Smooth -Star Nominal a&93VO Dquotlmpact&quol; Opaque 1Z131 r3022 Yes Yes Yes WA Composite Edge Fiberglass Single Door QnewirglOutcovna; Xconfiguration) 5 e. Therma-Tru Fiber-Cl sale and Smooth-Stm Nomxnsl8&M,0 &quoLlmpod&quet Opaque 12/31120'22 Yes Yes Yea WA Composite Edge Fiberglas ginpple Door with Sdx.(s) 0naw4n=td,wing. XO. OX or OXO configurations) 6 f Themes-Tru Fiber -Classic and SmocoStar Nominal 880391) Dg0001TIpact6quot Opaque 12173112022 Yes Yes Yes WA Composite Edge Fibalgleas Double Door v4th or without simitee (Irhewrg/0ubrwlhe XX or OXXO comdlgur"ons) 7 g. Therms-Tru Fiber-Cleee10 and Smooth -Star Nominal 8&NJD,B &quMIrrpoet&quot Glazad I V312022 Yes Yea Y•a WA Comports Edge Fiberglas Single Door (Insco g/Outswin0; X confturstion) 8 h. Therma-Tru Fiber-Colssic and Srlooth-Star Nominal 6&N3688quotlmplectliquot Glazed 1213lr= Yes Yea Yee WA Composite Edge Fiberglass single Door with Sidelte(►) (IrwwlnWOuhwing; X0, OX or OXO canfiguratlons) 9 i, Thermo-Tru Ftbw.Coeelo and Smooth -Star Nominal 6&N3g;8 Squotlrpad&quol, Glazed 12/31/2022 Yes Yes Yes WA Composite Edge Flbarglaa Owible Doorwith or without Sloalllee (Im MO/Outerwing; XX or OXXO mnflg urdlons) 10 I. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#%,,0 8quot;lmpad&quot; Glazed 12/31/2022 Yon Yes Yea WA Composite Edge Fiberglass Single Door gnaw-woutes log; X configuration) 11 k Thermo-Tru Fear-Closlc and Smooth -Star Nomina) B&N3P,0 &quotlmpad&quo[ Glazed 1213IM022 yet Yale Yes WA Composite Edge Floorglass Single Door with SitlMLa(s) Onsw ilraCutswing. XO. OX or OXO configurasons) 12 1, Therm-Tru Fiber-Clselec and Smooth -am Nominal 8&N3P,08quotimpsd&quo(; Olwd 12/3112= Yea Yee Yes WA Composite Edge Fibegass Double Door vAth or without Satellites (Imwng/Oucam% XX or 0)0(0 configurations) 13 m. Therm-Tru Fiber-ClesiI and Smooth-ffiar Nominal 6&A9a.88quotimpact&quot OI»qus 12131 110Y1 Vas Yes Yes WA Composite Edge Floergtes Single Door vim &quotNon-Irrpsot&quot; SrelitsiI (Inawing/OuMvinp; XO. OX or OXO configurations) 14 n.Therms-Tm Fltiar-Clssale and Srnoc,"lor Nomin6I69M.811,quotlmpsetrquot Opaque IZr311Z022 Yes Yes Yee WA Composite Edge Fibaglass Double Dot with &quotNon-Impad6quol: Srelilas (InsmoglOutsveng; OXXO configuration) 15 o. Therms-Tru Fbeir-Claeaic and Smooth -sour Nominal $039;0 ftLoWmpact&quot Opaque 1IM 2022 Yes Yen Yes WA Composite Edge Fiberglass Single Door w1th &quot,Nas-Impaa&quol; Sidsldins) pnswrg/Outswing; XO, OX c r OXO.00nrlguratbns) 16 p. Therm-Tru Fl ber-Clossb and Smoc"ber Nominal B&aW,0 squat lmpactrvquot Opaque I V3112022 Yes Yea Yes WA Composite Edge Fiberglass Double Door vim &quot;Non.Impaat8quot; Srelroes(InaMng/OulaWng; OXXO configuration) 17 %Thanmla-Tru Fiber-Classk and &.-it Stm NohnlmalMOW, 8 &quot; Non-ImpacisquoL. Opaque 121312022 Yes Yes No WA Compoene Edge Fiberglass Single Door (Inewirial0uhaving- X configuration) 18 r Thernse-Tru Fiber-Classk and Smooth -Star Nominal 6&NDg,0&quotNon-Imped&quct Opaque 12131=22 Yas Yes No WA Composite Edge Flberglaas Single Door wdm Sladte(s) (IrowmWOuterwir g, XO, OX a OXO configurations) 19 a Thwrm-Tru Fiber -Classic and SmootlnStsr Nominal 6&#39.6 8quckNon-Impsa8quot Opaque 121311= Yes Yee No WA Composes Edge Fibeglasa Double Dear Wal or without Sidearms (Inw4nglOulswi g, XX or OXXO contlqursbons) 20 t Therms-Tru fiber-Clessic and 6llwwhStar Nominal 8&N39:0 &quoLNdn-Impaa&quot: Opaque I21312= Yea Yee No WA Composite Edge Fibaryle a Single Door (Inswing/Outs ring; X coMguraBon) 21 u. Thsrma-Tru Fibsr-Claysic and Smooth -Star Nominal 8&NV D &quotN0A-Impad&quct Opaque 1213 1= Yes Yes No WA Composite Edge Fiberglass Single Door will alsolt.(s) 0nsw mial0utewing; XO, OX or OXO cormaunOonU 22 v. Therms-TruFiber-Claalc and SmaWh43Wr Normal 8&692;0 &quotNcn-Impsd&quo[ Opsque 121312027 Yes Yea No NIA Composite Edge Fiberglass Double Door with or without sdelites Orsvdng/Oulswing: X1(or OXXO configurations) 23 w Thermo-Tru Fiber -Classic and Srnaom-Ster Nominal 6&4368 &quokNorl-Irmped&quot Glazed 121312022 Yes Yes No WA Composite Edge Fi berglss Single Door (InsWry/Outswhp; Xconfiguraoen) 24 XTherms-Tru Fiber -Classic and Srouth-Star Nominal 68NW:88quou l- Inpaosquot Glazed IMI/022 Yes Yes No WA Compoeae Eulge FlDerplaee Single Door with Sided We) 0nswinglOutaiJng; XO, OK or OXO configurations) 25 y.Therm-Tru Fiber-Gasslc and Smoogm_Mor Nominal 8a.A32;8&quothion. Impad&quot Gland 12131/2022 Yes Yes No N/A Composite Edge Rherglaaa Double Odor sum or without Sralits (IMintrVOubwing; XX a OXXO configurations) 26 c Therms.Tru Fiber.CAYIo and Smooth -Star Nominal 8&039;0 LquotMon. lmpocMquol; Grand 1213112022 Yea Yes No WA Compce m Edge Fiberglass Single Door 0nor4rg/Ouhwrg, X ocedguration) 27 ze. Therme Tru Faxed Classic and Smooth -Star Nomind 88e738,0 &quotNm Irnis"cluc; Glazed 12J312022 Yes Yale No WA Compodta Edge Rbarglra Sngle Door with Sidelte(s) 0nswir4lOut"ng; XO, OX or OXO configurations) 28 zh. Therm -TN Fim-Classb and Smooth -Star Nominal 80WO &quothbn-Irlpad6quok Gazed 12/312022 Yes Yes No NIA Composite Edge Flberglelee Double Door with or without Sidslnq (Irewing/Outewing; )Xor OXXO configurations) Markle Dopertrnerlt of Business & Professional Regulation rapt on Bulking Codes and Standards 16121121 Product Approval Application Detail x sir e '�Y;�� '. ��'�arr 'y7 � "�:. ... fS)?3� P�"�f-ug"net+'�i,r'�3..`.�.".'`1-��,w�����t, �,.R ''�s .' 4�.'...a�,,,e �. •!:;'r,?S%PI: z .m�r cam IJ1IRt9L at gm Delta-Pmdm tit 1YRa XK" iaosdctYrec fd0{sgl lagloer.Alimfat Y411fYRaJet YYaala AAIWmd Fec/maewd ARiaye/ San R6140. 2020 MI VAndors and Dope seem Sunder Luis Roberto Lone Steven M UNc h. PE 1006f2020 l0✓ &2D2o loln92oz0 12flu"2o A(proaad Caategory: Exte" Doom (rlb 305-3300 PE62514 I7IT) 31r-d134 WbCId"ory:$Idea Exhilor Door Assemblies truOhONr®mhwd.com Complhnto Rallied Evaluation Repot Ran a Florida Reprred Arnnal, We Licnaed Flora P Prohasbn t eghew imA horlhsl reds. Damon whams $ooki L D Comics[ Quality Assurince e,raartn Date AoarmMfor Use A In HVHZ Outside, HVN2 lmom Dealer) A4wNod Pressure. 1 BERIES 420 !MLn1NUMSoD SERIES 42CALUMIN4JMSGD OXO 12A12024 No Yes No NIA 1463N8quaX80Lqua: NON -REINFORCED 2 SER199420ALUMINUM SW SERIES 420ALUMINUMSOD OX. XO. XX 12/31/2024 No Yas No WA 966qud;xegsqud; 1,10"EJNFORCFD 3 8ERIE8420ALUMINUM SM REINFORCED SERIES 420 ALUMINUM BGD REINFORCED OXO 12/312024 No Yn No WA 145-314&qud'XOeiqus; 4 BERIES 420ALUMINUM SOD REINFORCED $ERIE$ 420 ALUMINUM SOD REINFORCED OX 12MIM41 No Y. ink WA XO. XX ee6quolX90aqucl: 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED x= 120312024 No Y. No WA 14384tYp;x986ead, Florida Department of Business & Professional Regulation Pegs I ars Building Codes and Standards Ineml Product Approval pp Icat1o11 etal .. ,u. ), , - . . ,.,., .1.3 , , ns•h ,tt w" r.. . , -., , .,. u• ., 1. . +«, 5i(n lea! version sand ORr[ Conrad aoo.ntALoarso Validated By Yy� Ata� F&C Aslerova Approved m RteNsbn 2020 Wsyn.D.N., a nvhlon or overhed Door Dw.W. K-1.1, Jmn F. Scales Jassy P. Arneson. P.E 1DA212D20 092VX20 lOfMO20 12/16/2020 Approved Corponescis (330) 7838121 PE-51737 (904) 921-5200 Category: F.W. Oep4 dkomitdmmwmynFdenn c Oacdmimr. Sectional Enerler Door Anemdla off, ComplanceiMethetl: Evemurmn Repn Rem s Florida Registered Architect a a Uwnsed Flords FL protaeldnsi Engnaw ala,a Number car am- 91amLAinLa Product m ca Ed.lmltillmaKe m Amami her lass Aaorevadfw InHVHL O- apga DWm isomm Ie 3 8o00A1D0200N1105 9&039; Me. width, 11&e39; Max height, Closing 12/312023 NO Yee Yes •31.001.13.DO avellabl. In top or lis mNdele sedlen. 10 60MID01920091123 1"M.. Max rWIK 14609: Max height. Olsang 121312023 No yes Ya •30MI.33.50 avallable In lop or Inter .0440 notion. 11 8000ASI 004200 a1124 16"3e: Max vAdh. 146113e: Max Idiom, Glazing 12/31/2023 No Yes Yes �34.401-15.30 eveNYN4 in top or hisemmiale setlrn. Florida Department of Business & Professional Regulation nP I all Building Codes and Standards 132021 Product Approval Application Detail �• „,she . s^�u''�.�.id1sA1,��Ya�,s5o... _, - _, . z�'.irt.uGwt(""�.�;. ., +cu `..><.�: ya.ss^• .r22t�,o�aa�'TrR'uivs+. �A.,mrn�<,' _., _ .. ,➢i n sdm tmtra gYt 2ue pals remelted am zm Yancel tMmmmuret Lb0161 Eogloer.Alfrarte Mamas Yrdrm a mmmea EHGdmmsL eR211lad alraL Rewdal 2020 Cones OlhNn of AADG Ink Tom Rattey UL LLC Troy Bastrop.P.E. 12nor2ozo 1Z012020 122t2020 APPraad Ca1"W. Eleanor Doom 1 B411494-2813 (954) 947-owe aub0moam: Exterior Door Components tvnrWayitimunbioy.co Complaints Msihod Owmkatln Mark a Lading m 9yrlgCAtllRsos A000vedrauss AdproyelforUaa Impact Dothan ages . x.re EtIWIMLDt�lotma Core, ffi" In HVHZ 9AWLNvReelections Pro- t udr e7w 1a77, and 047 Single and Pooh d Flu tin, Gleaad, and Louvereo single and pairs or 12/312025 yes Y. side N/A Doors hollow metal doss. Florida Department of Business & Professional Regulation tip 1 or2 Building Codes and Standards+ Product Approval Application Detell Cole DAM o Dee oamle loss P odim Qrr. ZaR V-- mild Os" Samtm V.1hil d av YNW" lwmlt gg FBC Agpmwd Agg®uQ Dilate RewMon 2020 MI W ildown and Dees Went S110K. American Architectural Seven M. Urkh. PE 11/172020 11M712020 112712020 Approved CMpry: Wndows t717)365.3300 Mnufactpm Association (717)317-045A aubCaepM- Single Hung buNngwarvd.can Compllaes Method: C"Norin irk a usdr g rawer for Ibt SiWafLasrOma ARBa1841gLYS Ate° kaga Gmlm Atal Redxl Model. Numble or mama Prieductoomilmon BMtlrrloilpdt In HVHZ OL"d Hytiz RN tlUI E�.Ita 2 195 SH 52x72 FinBingo Frame IGSG single Hung 101694 3 No Yes No +6N-60 Laminated GI.. N N N O-C L a N �- O O .0 CU - � Cn Qi T�� V U 0 CU C 0 c � O 5- = W 3:: CU 0 O � LL O CU .N =/ �' ^W � E ♦o 6- O C:)_E I- , 0 W < !� a Z Z W J 4C'Imig ca Cited GW .a- . _ C%A 1 G t� O LL! to C-) N co }[ cLA-a m O t_ � N t N Y d CL d E " a C L -cc3 v ry oa ter a 4J 41 d C C a •� T N a � � E ca o � U C E W CU CU > O O L U O fr- CL cc F- 0 LCU W Q Z Z Q J IZ SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation page e 0 a Flonds Department of Business & Professional Regulation toga I .1 Florkb DBpartmont of Business & Professional Regulation Pyle I at Building Codes and Standards 1292D22 Bullding Codes and Standards +52021 Bilking Codas and Standards IRrJ021 Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail am SBrla Entity Of gait agar Dole rending 20 I= Vsrslom 1daDlmgliM mum" AuRaLm 1990 Approval Baaroved ,sea i9a1 aga4LM age ail Oak dBroA all( ago somea no as we.FJMdm be Rwishon 20M Thorny -Tau Corporation Slew J.Sporwn Lyndon F. Schmidt, P E Ryon J, King P.E. 1010712021 09118=1 10113J2021 12MBr-KIZ Apprwed TIM Vent- aligai ium cayggt gkM&d PAC AMFWd egggent am Mfm mamm aaW2ULL r.. M Williag ydd" ARMand SAM I341ego7 Still Doors r800) 043.76Pa PE4340g (813) 76746% At4rrotlan 2020 POTlnduatrt.. Jane R.0 sid WMAI.Ceda SWO • CER Miami God. SCCO- VAL I IM/2020 ilvam20 11A irn20 AFprwed R.Ask 2020 MI Wndows end Dx m Wentatiner Amaral Arentecturel Steven kl Won. PE IO O== 100082020 I0narim Approved SubCatWry;SWnging F.vbsrior DoorAwamblios sjasperoon®thermabu.00 cdpory: windows (941)486-0100 (786)315.2500 Cotogayl endows (717)385.33M MonumcNrrt Aeseclesm i71T)31T-6454 CdMpNanc , Method: Evaluation Report from a m libCAagarr 3r4ov Hung I osmidg peindu9bleeo liLCatogorY: HOrtow"I elder boingwern dram Florida RegWered Archiwt or a Licensed Florida Crnpllr Ndbm: Craspesm Mark a Lmtlng am CW V Mneo MolhoG C WMNon Mirk a LW9 Profaesional Engineer rI.a70Yf4tT rmduela >i(Yb,AAUINM AMEMMOLag AgamaWtZJM good 2Rtm a1alligLAssurance Amowdfw Ust Awswed for Use kw= 20M mMWAINUY AAWLVWJRWU Ylro trdodm GODaaaaglMllgDtmse OhaYde NVHZ ILtl3MZ Itrlemae tRtmn Lag Pn,ihe. Nad•1. I1L-tlrrwrse B(miG.Dum9tlgo sagoeralMotlM7alb 1nlOBIZ aIdlMLmmt BMmkta raaMla Aw Product Model, Number or Name Product DM0rlotion Contract ExptrBtlorL Deft in HVNZ Outside HVNZ RNMbM rp xwn 2 awsw (Large Wild "Pod) V" M,41a Hung Wnd— o72ttows Yee Yes Yes WA 1 HS 18g nn rind mango Frrrw 73421nwWad (Asso 02M$2024 No Y. No •SM-66 1 a. Thenne•Tru Fiber•Clanic and Smooth -Star Nominal ISSi t18quot Non•Impactliquot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Single Door (Inevdrgr0uhevving: X configuration) 2 b. Theme-Tru Flbw•Cloask and SngUh•Star Nomirull M&M;6 aquck Non•InpaoAquok Opaque 12/31/2022 No Yen No WA Composite Edge Fiberglass Stnpyla Dow with ShdolWs) QnawinglOutsMrg; X0, OX or OXO omfigurn8pns) 3 aTh►rma-Tru Few -Classic and SmootK-Star Nominal86939;8 ddqquok Non-IRpodaquot; Opaque 12f3l/2022 No Yes No WA Flbargbn Composite Edge Double Door with a Without Sidniltas QnsMnyOu%Wng: XX or OX)(O 4 d. ThernsTru Flow-Cinslo and Smooth-Ster Nominal ?WV.0 Sotot Non-Impad6quot Opaque 12/31l2022 No Yes No WA Composite "a Fiberglass Single Dow ( 5 ms a ThaTru FIDer-Ctaaslo and Smooth -Star Nominal 7#dMo aquckNo n•Irrpsdaqual; Opaque 12/3112022 No Yee No N/A Composes Edge Fiberglass Single Dow with Sdelleal ormningtOuravdnp: XO, OX or OXO a)rdiguretlms) 6 t, Therm►Tru Flbar-Cleaslo And Swoon -Star Nornhol 6aa30;0 aquotNon-Impwt8quck Opaque 12/31129M No Yes No NIA Florida Delpartinno a of Busineas & Professional Regulation page 1 al Florkla Department of Business & Profeselarml Regulation Paq t di Composite Up Flbwgtm Singh Door BuildingCodes and Standards 1101A21 Building Codas and SGrKbfds 115Jm1 OnmiinprU#3Q:q;XoWNong ration) 7 g. ThernsTm Fiber -Casio and Srnooth•8ter Nominal 6&63o;0 &quokNon-ImpaoUWud; Opaque 12/312022 No Ys N0 NIA Composite Edge Flberglmm$ingt. Door YAM Product Approval Application Detail Product Approval Application Detail SidNKe(y 0nadryrOul poAre; XO, OX a OXO wnfiyurationeJ 8 h ThermreTru Fiber -Caleb and Smooth -Star fJonittel 6A1s30;0 dquotNon•ImpadBquot Opaque 12/31 r= No Yee No NIA Companies Edge Fiberglass Double Door VAM or Q111111111 Enbw or DNA am me imaa 1112111111.11: are am Mala.BMam Data YOW Softies on mvIMWOuIwMng; XX or OXXO M)rm YEMWO Aurmo.L4 Called Wvdntr a Ursa validated By ywiddw PIC Awrevel Manufactures snol—A Lleanae Vdldd.d In SubmIYed mnfigura0ons) a alum ABg@1ea all9it TYaF )Cmllm Ga'laet Mdod )•*pG„Amaramill A,—,,d NOK 0 L Therma-Tru FibsrCMoaic and Smooth-Shir Nomnal WNA &quotNon-Imps A quit Owed 12/3112022 No Yes No NIA ARNnsllon 2020 PGTha'Aw"s Jana RoaowsN NW&Oaoe aCCD. CIM Mbm•oaa lICCO-VAL 11/ON2g20 110UM20 1Im Irn20 ApproM! R. isim 2020 NO WI64ava .nd Dees Wad stinger Lul. R Sam.. PE Simn M Urlch, P6 109B2020 1=11=0 10n"(120 %1612020 Appr—d Composite Edge Fiberglas Single Door Colepry: WndO (00)441"1110 (?8G)315.2SA0 CoUgW Wrday. (717)365•3300 PE-B2614 (717)3174454 0n wMno(Ou0wArg; X configuration) BubCdegef Fed Irrowelde ppinW glgec Subcotetprye Musm bsSrperamMO.aom 10 } Therma-T W Flber•Csranie and Smooth.Stor Noal d39;a &quotlMon-Impad&quot Glazed Nominal 12/a112022 No Yes No NIA Compliance Method: C.rsecoeh on Mork a ang an CrnplMw Method:Lluotl.n Report fan a Composites Edge Fiberglass Single Door wth Flores Reglatend Archit.0 or. Uw smd Florida Sloolm(s) (Inor ng/OWawing: XO, OX or OXO FLOU4MAtodkom Prrowwol Eng(nsr oonfigurabons) 11 k Therme•TW FberClowc and Smoolhi Nominal 09039:8SquotNon4mpao*^ Glazed 12/3112022 No Yet No NIA $Wa2AsaLum leernu.d it lM AwtvaduLus know 2mim l Composite, Edge Fiberglas Double Door Wth or ama Pr,Aat social, Nhrbr or Muse L in HVH9 $ i sal ad. Pleasure WVW S1dellMse (InwenWOueMng. XX or OXXO 6 PW3520 (LAW 1011,04ImPad) VhwA P..d Wndow 04MI2013 Yea Yes Y. MIA audoLanwom AI�Md Lun Asvavad fr ales kwm Ratios wnlguratlons) NA all N.M. pan$ � 12 L Thermo-Tru FibarClsaeio end SmloOinSter Nomad 78M39;0 &quotNon•Impsoffiquot, Glazed 12131=2 No Yes No MIA 5784 vwMal Numhum Muaw 1Lawk 2t Y WA Composite Edgo Fibwges Single Door nrim"n9f0uewng; X ronliawabon) 13 M. Tharrrna-Tru Fiber-Cla". end Smooth -Star Nominal 7&sW,O AquotNon-Impswilg k Glazed 12131r7072 No Yet No NA Composite Edge Fiberglass Single Door with Sidello(s) prommngrOutsring. AD, OX of OXO wnfigurabons) 14 n. Then7sTnr Fiber.CMasie and Sm ooel.SMr Nominal 81039;0&quothlon-Impsd&quak Glazed 1=21112(rJ2 No Yes No N/A Compomft Edge Flbwglaso Single Door grnatMnproutawrp; X owgonation) 15 o ThamsTru Fiber•Ckassio and Smooth-Swr Nominal 8&M39:0 AquokNon-Impad&quot Glazed 12131r20Y2 No Yes No NIA Composite Edge Fiberglas Singh Door whh S nligura) Onswlnp/Outsw ng: xb, ox or OXO wnaguntlonf) Florida DepaleTlent of Bushels & Professional Regulation Du Paw t all Florida De rtnent of Business & Professional Regulation pa Few z d2 le p. ThermsTru Fibw.ChMic and Si ooth-Star Nominal Sa0Q;0 &quotNon-Impw;%quM Glazed 12/31I2022 No Yen No NIA Building Codes and Standards tAV2gIi Building Codes and Standards 1mL2021 Composite Edge Fiberglass Double Door Wth or vdthout Sdehtes Onswiro/Outswrio; XX or C=0 wnli0uisuons) Product Approval Application Detail Product Approval Application Detail 17 q. ThermxsTW Fibee•CMssic and Smooth -Shin Nam:rl 0&#N;8 &quot.Non-Impwftuot: Opaque 12131I2022 No Yes No NIA n Companies Edge Fiberglas SingleDoor web Transom ig/Ouot;Noncct&qu atOp , ass .. .. _ _ -mayawli .. . 18 r. Therma•Tru FiberClsselo and Smooth -Star Namrni 8&iP30;8 &quptNotr)mpact8quot Opaque 12f3112022 No Vet No NIA EnSy 2dt am OM am � OgtltLr am an boM.hgaoa Dot Campine. Edge Flbenglow, Single Door with bm YOd� ate. Gaa� Ea vA1-i,• Y�ggg YAAgg(a( ate LwLaomm� agagm Rau I= Magian wn,Irhmr � v�2Y xdwm AL&MOM Aaflyaa so& DIOXlorOtOXTromgurstiom wnnglOulsvArng; OMO. O/OX or OIO1W rediguretlew) RaNet.n 2020 JNnes Mw01e Milking Prodlldf. Ines Chad grao V. Mdrr.Y Tan John arXahed, P.E. 01,6'YJ021 17/142020 Oiga2021 ding FAC Apah f.yision 2.020 Alike Nick Tharro— Lyndon F. aonmka, P.E. Ryan J King, P.E 02115=21 02/1=21 02=021 04M312021 APPVAd 19 A. Therma-Tru Flow -Classic and Smooth-Ster Nominal (1UM;8&quotNon-Irtpad&quot Opaque 12/3112022 No Yes No WA c•1•eoy: Port Wtlm (erg) $45.83" PE•81062 (332) 36T-2526 callaq . Panne Whim (330) 622-2389 PS-43409 (413) 707-0a54 Composite Edge Fiberglass Single Door wits "Cooprf. aging chad.csrok. ftJamashard BWCalaeon. So% reh.np.mtilislede.can Sddl.(s) (In.winwoulanoma XO, OX or OXO Compliance Method: EvaMsaon Report fan a aeon C, mVI nee N4hed: EVauahon Report mom . CorMMWUa HMd and Sit wmlgulabrs) Flatda RepYrad Ardmetl a • UW Wd Florida Flodd. Regilds edArchill or A Licensed Flood. 20 t Theme-Tru Fiber-Clasnio and Sriwo6W6Igr Nominal pzJ38,0 aquokNon-Impeot&quot Opaque 12r31/2022 No Yea No WA Praaniond Enener PrdAesbnr EngineerComposite edge Fiberglass Single Door wth Sidsile(s) QnsvAnprOutewing; )00. OX or OXo ii YOa - Continuous "Sill tonfiguon-Imp M-Yee d mum Darin AmtIn 21 u. Thems•TN Flbef•Ct.aslo and Snmth-6Lr 3V,8enal NominalteEdga&qurglass Impd&quot Glazed olliqu 12I37/2022 No Yea fs WA Aas A PrwurlYrdal. Naebo wrm pN.iw Aarrrres Ao�aVHZ AmmrdtaimL t aMlo4 ge_g_ Composite Edge Fiberglass Single Door Loth a ,ggp(g(g0 �(„ "MaBM KM gL!>Ytli gyy�� Al>IUAM !flWlLt e a R _gghy�MaYl l�.nbr or Mina. feoa.pl gesarlww CPnhad tadretlm Osts n H z Fiords N11y1i ! odg PtMwn sdalbKs) (InsminWOdawing; XO, OX Or OXO i Campine Lap aiding Ibr crmnl Imp siring 171412023 Yea Yes NIA WA t a. &qua;2T&phot BOR Vent or Sold VW We 121312023 No Yes No WA Continuous Howl and 511 cordlgurab«d) 2 HwdiPtenk Lap Sli Ib. marl I.p odrg 12012M vw Yee NIA WA 2 0 WoLAIII—P T44q.et, With Vent or Sold Vlml ado 12Al2D23 No Yes No WA 22 v. Theme Fiber-CMssloand Smooth-Stsr Nominal 8801W: D 8gsrothlon-Inpad8quot Glazed IW31120Y2 No Yes NO WA I a.&rpd;Growlirler Y)nMw Boedtd&93g: Soft Vint 4r sold Vayl an 12131=1I No Yee No WA Compose Edge Fiberglass Single Door with 4 d A9Jd:Deial0t;. l:peM Vent or edict Varyl tiOR 1227J2073 No Yoe No WA BMWs) onsw riglOulawvtg; XO, OX or OXO Continuous Hstl and Bs, wnnguraboaa) 5 e. lqud:Charler Oskequd; With Vent or Sold Vhyl Sara 12/31=3 No Yes No WA 23 w Therme-Tru Floor-CMsslo and SnwoM•Ser Nominal 60*,8 AquotNondmpao&quot Opaque 12MI/2W2 No Yes No WA 8 1. Bqud;3upr 3panaquot Botha Whit a gelid Vrryl Solt 12/312029 No vas Na WA Composite Edge Fiberglass Door Panels Ath Vartted 3delhil onowtnglOuftwing; XK XXKat XXXK wnfipuraaono) 24 x Therma-Tru F)berClasnic and Showh-9tw Nomirusl 8BM39,D liquotNon•Impaot&quot Opaque 12r3l=22 No Yes No WA Composite Edge Fiberglass Door Pawl. Wth Vented Sdelaa(s) P nsMnWOuWAV; XX XXX or )OW oonfigurehons) 25 y. Themna-Tnr FAsir Cteselo and Smooth.Ezar Nomlmld&M:6&gLcANon-InWct&quot Glazed 12131/ZM No Yes No WA Cempesle Edge Fibag Ws Door Pane. wet Vemw Sidelee(e) QnsAmplOutewhg; XX, XXX or XXXX Flodda Department of Business & Professional Regulation Pegg t or Florida Dopedment d Business & Professional Regulation Pot 1 ore 28 z Therm -Ts,/ Fbw-Classic and Smooth -star owflsrmla: s) ur Nomua16ae5g:06quLCNon•lepact&quit glazed 1213112022 No Yee No WA Buries, Codes and Standards p 1aef2ptt Bukin Codes and Standards g far�tt Composite Edge Fiberglass Door Portalsie fn Vented sewwN 9navdnprOutevag; XX xxxr xxxx Product Approval Application Detail Product Approval Application Detail ordlguratlons) 27 So. Thwmm-Tru Fiber -Classic and S,.xxid Star Nominal 6099;8&gwtNon-Impact&quGt Glazed 12/3112022 No Yes No WA Composite Edge Fiberglass Single Door wth 38M3QO Sided n(s) OnswinolOuewiro: XO. OX or OXO- ordigurstons) Gesa finder L alai aat Dow 0-dm Dot L9lIt Emery a oil All a m, Asnam no 28 zb. Thorne-Tru Flbor-O.oshd and Smooth -Star Nominal 68#W;64qu1;Non•Im9sd4quPt Glazed 12/31/2022 No Yes No WA 1epL Want— allaillsai= irpMMl► 9rd—ALlcrre kd*kd6h Yet" NMW FaC Am„v.I Age Am& Aga ,1Len" MU QOM fewouL UWM Udall ( VJIum mwkmmm EaGlNzwft AUMM a" Composite Edge Fiberglass Double Door with Mudan 2020 TAMKO Building Produots LLC Kan Edon Robe NWINnon John W: FnoaMoh, P9 10N4rJ= OW292020 IOJI 2020 12AWA70 ApproW Revision 2020 L.V. Th i p m, Inc Wa Thompson Artlhnecturel Tony CArldmM 24ohafy R. Priest Boron IS brick, PE 091"12020 0W182020 09222020 12/151202o APW..d 3&039,.0 Sielltes onawingfOuM)Nn9; O)= e0nngwretlon) Company: Rating (417)624-0944 P15,50186 (054)772.6224 Malls Lbnponv'rAll 013124113454 PE74021 ql T)317.8454 29 sic. ThsmsTru Fiber-CMoeo and Smaolh•SMr Nominal 6r&W,0 BgrJotNvn- mpadaquok Glazed 12/31/2022 No Yet No WA "124typrf' urdrl•yndNt krn_ed.&Amko.ean Company: Rooting thlbCNepafla Roving Acaseales thator*M tm3gvamhtoamaaam Composite Edge Flgarg4ns Single Dowwith36A139;0 Complains* Method:EvsMadm Ripon son a Im.pr.l ten dna Aaolnp Bysam Sdnila(y (InsWnglOulawing; XO, OX or OXO i000nn/Iq�ureti0ne FIaM. Registered Aronlfct a a Licensed Florida Prol—ol Ensin.r Compliance MOMOM EWUallon Report Yam a Florida RgiYnd Archmct as Licensed Flaids 30 zd. Thorms-Tru Fiber-Owmic and SmoothSter Norrnilni 8is3�:0 &gwtNon-ImpadB,quon; Glazed Composite Edge Fibwgls Doubt. Doer wkh 12)31 r20Y1 No Yen No NIA Proteselonst Englner 38.030.0 Saeliles (Inswrg/Oulawing; OXXO wnfigumu ) aw111t.AaaLaogt Amraaetr use Amo—Al for Um bmM amaltu 31 ze. Thenw•Tru FRIerClsWc and Smooth•stef =417:49;0 Aquotwon-Impactquok Shoes 12/3111072 No Yes No NIA a:A.a ltadmt.Dessodull.a s®traaillltatl9gaate 1, HVEX ouiski,HIM , atrNaR Is3llMi(t 91allwAssunince &mt�Fw pro A=6v*d apt use ugh Rom swift Composite Edge Glazed Fibs gmesa Sirale 1 TAMKO Rod Undermymenm(HVHZ) Rabtundodeymant. for usa in F9C HVN7 onill 23 Yes No NU WA aMt WKWHZ l2dWdLMi ammm EMMM Door vAM a wlthod 1&&VB:2 9deib(s) (IrwwinglOustAtg X OX XO or OXO configurations) 2 TAMKO Rod Underloynwda(NON44VHZ) lu sdodans. Rodundedaymrl.tar... r FBC non44VHi 0&2wo23 No Yes NIA WA 1 TAMCO Flat Tap OIeRI$Te Vrd with Bone to Tie 20 its. om0e rwfvatdlata with bang owma2s Yet Yet NIA WA 2 TAN000oosened(Vare 20 pe. O9Ae41020 No Yes NM WF575 adill hem )(+ales aaMlmMmx Reels on 211120 MI Wlndsve and Doan Canary: Wind rat RACd•gory: Potts Coaplirm Mehod Cwr65esdm Milk. Losing PlMafaLRla PrabYl. it" ym 1 19S PW Gam Melt Version MWdKaga R"Slat 2020 GAF Container: morns B"Allelrary: Asphot a ingfsl 0arrp114 M41hod: evaluation Report Ran a Flalda Registered Arohmct or a Licensed Fluids ProoMKmol Engineer ELMESUJMFA.aldl AMA I GAF Atpndt Rod Shingles Flonde Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detail sorDL9t - fdptMl ataOAerdlJsalA Yaam1Ai11( Want server Amedcen Amtledwal Steven a union, Pe 0717)3w-3300 mmumcWrrs A&—h Mon (717)3174454 bdMinwrillmMd.o.n 73. 72InWYed Wass, pegs 1 r2 1f312D21 gift ate a1NRLWm as Yalaraa Imam= EAGAMMNA hkoo m slam 1122r= 11222020 112a2020 APPrwed agwaAmusma & MO1MOfK= ACMaAMloAn mum 2adw LRAt In MM outdo KVNI MOM Pressure 04003J2023 No Yee No +W.64 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget at I 14=1 Florida Department of Business & Professional Regulation peg., r2 Building Codes and Standards 1162021 Product Approval Application Detail _ E,I t.or .. ,. a;" Dal arLEWAM LW saolaa ALgwM )alMafilt )WAM 26O WW fAGAGRwal AparglMg alum NIIM.619b.h Roble MIAMI— John W Knrawm, PE 001"20 09212020 101=020 12WN20 Ap«prod (400)700-3411 PE•46144 (04)772-0224 m/noRaWl.wm CLAIM, Assurance Approved W Use AWFCtd far UM kill= 2tdm SgntadfiMimtl9aDte lin HVIRZ outside MVNz RRl CQlMIQ Ploorpa.A reldaced Una. IrrJnomd. 5-Mb.nd +2Me2022 fie Yes MIA WA hp)Naw asphsM ShrgMs Fonda Departmanl of Business & Professional Regulation poll Oil Building Codes and Standards 10=1 Product Approval Application Dealt S9ft yVerna anubotm w TM Conrad W a uarre Vrldg-all valamm submitted Ago Awronmil Aegrayad add Rwoton 2020 Florida Mood ProdreA Inc. Clark Jones JAIMU L. Buckor. P.E.® St~ M. Urloh, PE Oa27m20 09d512020 100417020 12M6nO20 Approlsd cYagry Rating (e04) 79-%6400 CROCK Engln mg 1717) 317-0454 BubCal.Oary: Rooting Accessories that Are An arkwonmoocom PE-31142 Integra Part of Mc posing system Compliance Method: Evolution R4pat from a Fields Regittered Architect or a Licensed Flande Praaeeloml Erigner AMNVM fr IJse Awroyed far Use kni a gym Apgt tlY.VY llurbr er Whr.a � RILU Z ( ornate 1� 3 3- FWACO&qud:RVlg Rltlpe VoN&quo: MumMumR V4M4 W PKOKad room f&Wfttod 17/112024 No Y40 No WA Iro1n 0.025' Numhum Ietedodons. 3 TAMCO 01FRklpe Roo Vent MIA Smile 28 pL deco rooveldmta wm Wnrotod bonle o8A1/2026 Yee Yes NIA WA 4 TAMCO Round Top O1FRk1pe Vent with Raale for Tit. 26 Oa. dada roof vadatar with bathe 091MIX26 Yes Yes NIA WA Florida De artmertt of Business and Professional Regulation P 8 Building Codes and Standards Product Approval Application Detail 3115/2022 Florida Department of Businness & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget tit 117= Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.g.t d3 117=1 Florida Department of Business& Professional Regulation Building Codes and Ste nds rds Product Approval Application Detall Page I of 1252022 Qft lYaa YAWN R—ion 2020 aa �W Lamnoo cattail Roping auhCraeery: Reeling Accessalss and W.n Inahind lean ofthe Ropflito SMom CrrpiYnw Mdbod:evr,.twn Rapal Soma FlMda Reottend Mottled"&LKenWFiorbR Professional Enpner C1MLa[ � Will Faialwr Y�ffi K.M. Jellw Lama L. Buckrnet. P.E. +.van 111. urich. PE (501)a634183 PE-31242 (717)317.8454 gd)q@kmanwoom An will nab pandho loved 1123r" 1123.2020 IIQ917020 sae Agumna Sam dng FSC Appn Cam I= version ReNson 2020 .. Baal Rooting CWprr: Rising SubCdegory: R„Mg That Compllr Mdhod: EWudun Raporthana Product lalu"an shey _ amuz j�ed s0�lh�myJYdww Anderson Rabe IAPNG unarm EYsbatlan Guy W. Wtlkr (601)360"1 S•Mow LLC (205)951-0160 lrablnMdereanabaal.w m am vjwdd 11r032020 at I IP=20 2ALE AN Fpc Amrevd Ilea Aaammat 11MOM20 .. an& Appaed cods Lm VersionManufacturesContact Revision 20M F1ttA67sRarmeYdta Global P10Molbn Products, LLC Catatow Stuithowns subCBtogo+y Sorm Panels Dom9ilan0e Matted; Evaluation Report from Florida Registered Arohleotwa Licensed Florida Professional Fremew ErRMv ass EOataYL�iieaa! ii�.I ng Tim Roblrwm Wester A. Tore Jr., P.E. John W KnwWlch, PE (964)OW7545 PE-44167 (964)772.8224 tim.mbinwnagppentoom j�j$ �$ Date Pending � I A rsCAYmwgla� OW08r2 M OSr06l2020 10MIr2(710 12MUM20 Approved FL, �I0-R31 22Q! Entity or 21ft 20 9= 20M JIM11111 2ers Validated Su Submitted 11(R! YlLiLQn Manufacturer qj E[lgJal!ll i8 Validated By Y�Is�i1Ed a`l EtII�D. 9RRLD1q!!i Approved Revision POLYGLASS USA Maury,Alpert, License John W. fK 12/Rrove0 Calspory: Roofing S9SM31330Smalperlapolyglatial Robert Nieminen Knezwlch, PE MiRmw Sub(agpgory; PE-59189 (954) 772.6224 11/01/2020 Underlayments ComplbncaMethod: Evaluation Report from a Florida Registered g Architect or a Licensed Florida Professional Engineer DAIMoh/tLAallas Aggy t Diok•Air" DA4 a TRhBuik Oeak-Air DA 4 DIWDLAtlpmQSg aga aamAdow G Lev Proar, P .sloe., Roof Vant 71M02025 ollsoned to LNahenlceyAsaohetl to Pyweod Oem. Aortved us ag— AtBanadfL s In MVMZ ShrlaW HV11z No Yes lmew gom ROW& EU Miia No 87.6 -07.5 La! 1a 17 1s 19 20 27 aGaLWaa +anya�nke !late CounMy era, spied FJp inn 7hm h Aamp; knpld aloofly goo • skis 31dts Amp: SO" Shake Srmy AM -$Ma. Shak.&amp; SIR Oh.k. a... 700 - ahak., ad. &amp: sMplilod Oh.ke Tel"Y 7w-/80-1 Ya Aam0; 6pIR Shake Tlyes FyNna f BAre41m4 ausMAtat�G! F1At nvr, CO 12 3�JO Fat Ao11M-alacktim. CA 12r3I W0 Flat Profit. -Risk., CA 1NSi2020 Fiat Profile - 6lalto, C CA 12131207o FYI "A- Rialto, CA 1W31 Q020 Mph PrsiN- Katy, TX 17/3120I0 adfUse Approved InkVIKZ IJo w w No No No r Awrw aiarrlLk= Yn Yee Yes Yes Yee Yes kwma Red NA N/A NIA NIA NIA MIA �edfarUSA Pros. NJA WA WA WA WA NA e§S3 1 2 Abduct Model. Number or Name 20 Gape Gdwn@ed Stssl Storm PsneM6iYt(Z 24 Gaps Galvanized Steel Storm PaaskMHVHZ �yal�LAItyppea Produat De•orletloh Contraof E Doe Conlrpaed Galvanized Seel Seim Panes retained 12r3112022 n. ornot attrades1dizedde hurricane anelsret or n t by tr Gallon rovi Steel Storm Panes retained 12131 rXYYl ass not by Medct to provide humloaw p o0eot on. Aepmvodf an &&ppag@@y �ry}1e� JaAsat 1a HVHHZ Duel RNMaM Yea Yee Yee No Yet Yes gaaar0 NM NIA FLN26Y.R81 Products 25 MIN Low Prdl. - Katy. TX 12131=0 No Yes NIA WA 890 Produd Model. Number or Nr7ss Produce Dmffigjga • EP�SiI 1 Poly(>fassRod Undadit"Al s Rootingunderlayments IW21r2G22 No Yes WA 4WA/422.5 1 Polyglat* Roof Undesgyments (HVHZ) Poyglat* root undwl%"ants for use In FBC 12/23/2023 yes No WA WA HVHZ lunedk6ons 2 Polypass Root Undeflaymems (non-HVHZ) P"lass roof wmlerlaiymetill for use In lmar= No Yes WA •N!A/-022b 1 FRO mn-MVHZ )udadkdas. Polyglass Roof Undehyments (HVNZ) PoN01ass roof urdemgYllarts for use In F13Cl2r23r2@3 Yes No HVHZ wdadLdiwp. WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Pis I of 1 1/26I2022 Florida DeparbTlela of Business & Professional Regulation Building Codss and Standards Am 1 N1 tnrmt Fonda Depart Sri of Business a Professional Regulation Building Codes and Standards Pop I r1 1n 2oz+ 2 PolyglassRodUndedaymsrRs(non-HVHZ) pdyplat*rogfurdenlyments,f'orusen 12234023 No yes Fad npn-HVHZ )udadk:dona. WA 4WAI-MA Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail 1 Polyglat* Roof Underbymwo (HVHZ) Polygless roar undarlaymerte Tar use In FSC12'232023 Yes No WA WA - a FAI , .. . .. .. skAlliviliN .. HVHZ jursdidiona,wM=Lifflorm 2 1 2 Polygiass Roof Underlayments (non-HVHZ) Polygiass roof underlaymants, to use In 122v= No Yes FBCrron-HVHZludodidorle. Polyglot* Roof UndeAayments (HVHZ) Polini ass, rod underisyments for use In FBCIY232023 Yes No HVHZ junadidons. Polygiat* RoofUnderisymeMs (non-HVHZ) Poygiaes rod undrlaymern, lot use In 12I23I20Y.k No Yes HVM FBC iron-Z juridlatlom. WA WA WA ♦WAI-MA WA +WAI-e22.6 .. .. . D4d4 rvp2 version Manuectulw Revision 2020 All American Shutters end Gass t:atapory; Shutters subc~rjr.• Strom Panes Compliance Method: Evaluator,Evaluator,Report from a Florida Registered Arehlteat Or a Lkbn wid Florida Prdesional Engineer , - .... Entity Comte Ot ErAlnowliucensb validated By Mks BarbleK Frank L. Sennardo, RE Troy BW=, P.E. (501) 712.9882 PE•004OW (954) 947-MOD mkebigallameribanwunis mwm 20 l� Volid&W Submitted F'OGAOOronNI 10IM020 10/1512020 11106=1 21A Approved status 12riSM0 Apprwad 98dt IyCa version ReNNon 2020 aaoom Aglm Categry: Structural Conponents SIOCa.gory: Trust Retie fb rpurna. MethodC-vdurian Repro Yam a Product Evaluation Ently -' FAQ sow" towalKAIG X*90" awn L w1. ICC SvdYaem S—los, LLC Wilson M. Rarial. PE (321) 710.3377 (4071681.1917 dwM®rPrNMN,00m ' A" Ya19am 10)3V2020 go AWm" 1 NJ212020 - IIaheft"dive Lrazg= 11,052020 as howled 1tA1517o2l) a" APowad 1� teem V,,I- R4NAl,n 2020 aliddista Cannrda) Conant Pr,dlydslna CNegryb &navel Cdrpon.nts 1chnM• products Idmoyce0 as Result of nw Technology Compliance calm Repo" Rain A Fl.Ide Reg cfiNed as Ua.nesd FloAda - A amOLaY gima lomolr.A&Imiat Yaw9tiLal Robert gills Somuel A ereenberg Jahn Hay (613) MS707 PE+44245 (m2) 59a-0311 Pr.adpda oo.w ®yohm aal oat amM.GMdm gat xdwm asamaaa FSC Amr,val A,—vd 12110=20 1211WM20 12/222020 aaha cane FBC AW, Profasel,nd EnprooEnpnesr Oulim Assurance Annrw Ad fa Uw A,prnved fr pY 1011121 0IOIMI Ap tunas Aaomvad nor UY Awroved sir Us one a ammlan ate! Lmaat Dosark ga Contract mmarrass ode 9LMM2 HOE boop flllIIsJMweeMte 1290 Prod vat Modal. NumW or Fame Product DYerldltrt OWWOM gxl)lmuon WN In HVHZ ()WNMB HVHZ Rossi Israel t ITN BCGAInIm Higher amnab RA&Amp:3) Metal Coinesl, Poo 1M12024 Yse Yes NIA NIA Anaatmtalfa hanwEaMaY bola gaow 1 24go Gotwn¢•d SimiS.rm Panels 2499 Galvanized Steel Storm Panetta12/31/2022 Yes Yes Yen WA 2 ITW BCGAtNM Hr9m Re1e Mrs Co nselar Plato12/312024 Yes Yse NIA NIA eta Mpdret Yed.l aster a Nis gg jig In HVINZ Pressure 3 4 rrW SCG/Apma TWA ITW eCG/A¢IM Wow Metal Connector Pm(• 12/3102024 Metal Cunnada Pb. 1213112024 Yes Yee Yes Yes NA NM NIA N/A 1 Ouety Process a Commercial Connate ProWda PraaeI and Proebasaed Colinas Untam 050r2024 NO Yes N/A WA Seat aim vmlAO mamaggill R"O. 2020 Wall Ind. slain: StruduM Cargo —to, SubCdegory: Truss Rots Compliance Method: Evolution Report than a Prodrr EWIWeon FnWy saOA Product YZigI`Number or wore M18AHS 2 M16BN8 3 Mlle 4 LnlaHa 5 Mi20FL4 5 Lta T. MT1a 7 TL20. M720 Florida Department of Business 11, Professional Regulation Building Codes and Standards Product Approval Application Detail Pas.1 r2 19111W loan, or are are Datstrallm mis SfidaG 6WBNLaLUM M ydwwsLk yd6htl altlmllea !IC At ,,A hlmmd a" FAn Waldo ICC Evduetlm SW400. LLC ICC avoluMm WrAw. 0an It2021 OLMa7021 OeM22021 Approved 1062)696405 LLC awaldm®nal.oam (205) S994ow hgtluaDescripiMl 1a go, high strength truse canned+ Plato 9YrbAUWA M GgOlrAaiMttlimibt 12131=2 A9mtrtd to Use In PRINZ Yee Awroved far that O"dtMlBlL Yee bees slam MIA a!dm Lamm NIA 18 ga. srpa nigh sbon¢h trues connpdor pate 12I312022 Yee Yes NIA WA 16 on. ease annecr plot* 1N31 W2 Yen Y44 NIA WA 1S go. mph Ahw& Muss cannel. Pot. 12/31=22 Yes Yoe NOA WA 20 gL It A slatep nu aannod. plate 12r312022 Yes Yes NM WA 1S go. trust connector Mtn 12131 022 Yes Yes N/A WA 20 9L INse connestar plates 122112022 Yee Yee NA WA GM teem Version l siddis aT Rovison 2020 WMM... Air Cdowrr. Structural Components 111160aNgg7: 6grerad Lumbar Compliance Mohw: ewusum Report Man a Product Evaluation Entity AKA I Marolam LVL 2 Pordt.m PSL 3 mmbw M,d LSL ♦ TJ tam Board 5 w"rMW6r RM Bard Florida Dspartnlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail MOLL. contact &,Mw ALGense VaWMled N Rob Bnidwin IOC Evdudon Service, LLC to LeMw. P.E. 1253) 924-8476 (We) 839-3248 Rcbat.B.ldwin ewayaha a...— Psga t r 1 a142021 ass. am 09, Ismaug alb VWlddod se aged PAC Ace App@yAg am& 02p22021 IOM3r2D20 020312021 Approved pindual DescriptionSaxrad gmak81amm Eydnlls Dine hm4rad fr use In..14VHZ AMMMU ,11S outside Hya bated NOW 2= Lressu t LaminatedVermr Lumbar 03MIM3 No Yes NA WA Parallel Sednd lumber 03131MD23 No Yes N/A WA Larrdnstad SMend lunaler 031312023. No Yes NIA WA aMudu ral Composite Lumber or oriented attend 0313112023 No Yes NIA WA ward All. Board Oriented trend Sard Ran Board 0912023 No Yes NIA WA Gam aim version NMiattaa Animation 2020 AlphsNumrum,nF. Company: panel WAIN BubCaWWry: Sd6h Comphom* Ma had: Evolusban Report tone Flood. RegistondAn hmot or. Lowness Florio phor War Engineer >Ma&-ber or No— t Alpha AIL.M Solid 4airp: Vem4d AUminum 301111/ CMu &amp; Wood Ronde Department of Business & Professional Regulation Building Codes and StarKferds Product Approval Application Detail Page 1 r2 01"21 aft at art oat DabPf0rm are S24" lanodes a uprra Ya 1dd.d &v YW"d fuls,41wd EBCAmJerr Am oved M*a Jose Siva Wm R. Lases a~ M. Wish. PE 11ASIM0 I iMG=20 112or2m Apprmd (407)SW200D PE-02014 (T17131T-8454 Sphselu.nunrceypo (tow Qualky egg AMoroesd fa Uto Approved far Use Imalgt Ram dproduct 0—1 Her > ralAolots MAVMz 9Larfal9Q8 BAN= LIma9M Alpha Aluminum Bdld&imp; Vented Numhum OT1302023 No Yee No WA sow CMua.";wood August 10, 2022 N QD Q O C .a C5 -a � I..L c O O C O Din. 0 O CD � M C 0 o _ is g.� _ ID CU > .�E 116- ^p i. _ ♦ V ,.0 1.1012 Q Z Z w J Cn aslassaaa Z CD CU CIO > 0 0 L U =3 no < CL 11a) V CIO m =:3 Q 0 L ICU W Q z J z Q J SHEET NO. PA 1, 1 O FlBlirda Dep,roneM a Bwlna, a PnT(siNontl f�A.uon P[P, d4 f9orida Dep,rinerR a Budnea a Pmfiabnel Repulenor, Pxee, a, FloNda Deparlrtent a BudneB6 a Pn>fewlonsl Repulanun PZM, N1 Ronda Depuirurtt a Bwlnai a PloteBBlontl Repuliaon P.P., R, 9uMdinF Coda and SLertdardi tn,nl,r, BuYdinF Coda and 8tar,dertle enanm: 9uAdinp Coda and Ster,darda enBws, BuldlnF Codes and Sier,d,Pd,l aN,aaa, ProdlXrt App,rNnl ApplidtlOn 11itM Pro,Wpt appraV+l alpplliitlott WtW PP00„at npp,ONal APPikitbn OaiaY PnOdttOt Approvl ayyxl.aroia, DaIM ! r. y.�y �,„� y J ✓S A �M�G.�iu �� 1 4 � � '- n� � ��.,?✓'4W ' r ..i i. M�tY��:�4�.a: . , t .. + ... .... ,.a,..�._.. i, ��'L'*,1:� _._...,.�.._.._ .k' '� ...���... 9,..%. ��.�4u... .. ♦ ,, , .. ...,.,. �. '.�,»,b�WM�„Y�a I.�'N.,.P^�e��p��'p%��`(MGI�A�'�1>ki�..s�T�..�_..L�Yd9.1�'��94•!YLt�..!.!:. �yy: � . � u,:y � ICY, .� life d������� 1 k. .. . .. .. r £ .. F 'x�TIE.�. '.• � � e .., i',:.,u� :,wv:a: t��t1.�Pdu .,. w14`.it..r.W�.W. Fa* tantac Fad Pale FakBuia Pale � ENlia Fek FeY FtbhMer bile �[ 6aYhc= FMe Dale FakLaer Fete Ss4 telmtle Fact Fttle Wle:llti,i Ella +fie � t F� OwlrRataexw ,�,ar.dr F9CArrwd AJ r� !ft t�E +I�i� Nwwwf.r � ty1•••rauwr■ vwiW.aa. FBCAerar Agodgmad � �mE t�n� rr.rmwf g� t.rrRaur�w yNwwlww v FBCAwmuu AE�11 lkkE � �r� ant edx�faurA.. wr.eaw neA..wr !h N .0 CU O U 0 }I L Q N O .� U N c-�1 O O O O W O LL .Co C O O O Q� L^ ii .� V/ R� O N �' 7r N_ win m W LU U- v n w LA. a N cm y G Q N � tY �ti Q ZP cu cn (D Lee. �J seen Z �V CU 0 L CL O Q L U 0 L cu U m � Q O L w� z J z J SHEET NO. PA 1,2 cu Fed rCU godkAmOmmUm oNNuro WO,ezibMuroTWntlan,eee,alLSXaes� OriagOa7 NO Yes NP +elV.96 0 PWIOBNWrnal,XuroVMndel[ 8r[TrtafrylNbA•MnpaV,ielp,NOroW,NeN 0lamrp,a No Ya NO +8d60 L111B1tlie,d,lANOWOLUM No .tee N Cn -Cu Off-+ -p N - L O O O O C O I.L .� � 6-0 �J Q .� tt� 7 410 c a 7 W s a " a� W m ca N -XN LL. � N of CG �,,,. � N E p7 V Ca CD Ca 3 w N C,L C E o a � `o �J f�n V L U Lr. V+ L.d..l O L W W Z Q J SHEET NO. PA13• Simpson Strong -Tie 2020 FBC Approved Products updeted,zr�azozo Simpson Strong -Tie 2020 FBC Approved Products Updated 12lJOl202D Simpson Strong -Tie 2020 FBC Approved Products Updated ,2f30/2a2d ®Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/MOQ2 For direct Inks to all SST approvals Anted below, CLICK ucec For erect Inks to tit SST approvals (sled below. CLICK ucoc Fa direct Inks to all &3T apprWale listed blow, CL!rx uoRc. For tlltect Inks to all SOT approvals Acted below, CLICK HERE.CU Fa additionalmtamedon regarding Florida's Stelewitle Product Approval System and Mom -pads CNo" a County NoAcceptance (NOA), CLICK HeRC. Fa sddAbnal Informationn reregardingg Florida's Statewide Product Approval System end Maml-0atle Canty Notice a Acceptance (NOA), COCK HERE. Fa addkxxral information regarding Fltlrlda's Statewide Product Approval System end Mam-0Dads County Notice, a Aaaptenco (NOA). CLICK Hr:RE. -_'_'7 For additional information regarding Flonds's 8tatewlda Product M Approval BYslam End Ma•Dade County NotNotice, a oAcceptance (NOA). �$'6 H�Ro_ FLN2385-R7 FLN10446-R6 FLM10486-RS 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/6' to 3 9/16"and heights ranging from 45t18" m 11" Coneeabd flange ;}�•� Product ModN. Number or Namr Product Description jg,ffi,g Product Modal. Number or Neme Product Description �� Product Modal. Number or Name Product Description versionn (HUSC) available for models having width aqualto or 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-SS) 1/4"diameter Then sbinbss sisal masonry screw 1 A21, A23, A33, A94, A36, A44 Angles 1 Bi, BTB, BTH Brick Too greater than 3.9/18" 2 APA21, APA4, APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCIB Coiled Snaps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718'to 3 3 APB44, AP844R, APV886, APB66R, AP088, AP888R, AP81010, AP6101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, GS20, CS22 Coiled Straps 5/8"and heights ranging from 9.114" to 18" FL110589-Rill APV644R, APV866, APVB86R, APV888, APV688R, APY0101Q APV8101 DR 4 CSHP10, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.83SD&, LGU6.25.90S Face -mount hanger MIAMf•[Alt►DE I A4MDECOiJNW Rolm PROD'UCTCONTROL SECTION 11805 SW 26 sueek Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RES01VACES(RER) Miami, Floods 33175-2474 SOARDANDCODE ADMIMTRATIONDIVISION T(786)3I5-2590 F(aO315-:5" NOTICE OF ACCEPTA. CE (NOA) w,nrARbMiftsaetrvretottertes PGT Industries, Inc. 1070 Technology Drive, North Venice. FL 34275 SCOPE: This NOA is being issued under the appfliicable rules and regulations governing the use of cvnstructionmaterials. The documentation: submitted has been reviewed and accepted -by Miami -Made County RER -Product Control Section to be used m Nftami Dark County and Qtber areas whom allowed by true Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Sec lion (In Mianu Dade County) andr'orthe AW (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality asuralnce proposes. If thin product or material fails to perform in the accepted manner, the manufacturer wiM incur the expense of such testing and the AH7may im merliatelyrev oke_ mo dify. o r suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance. if it is determined byMiami-Dade County Product Control Section that this product or material fails to meet the requirements of theapplicable building code_ This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone_ DESCRIPITON: Series "557012770*' Vinsi $riding Gla ss Door (Reinforced) ur1wt-o 90e & 1356 corners -LEI. APPROVAL DOCILM- U1T: Drawing No. MD-5.470.0 RerB, tided "Miinyl Sliding Glass DoorNOA (LM)", sheets 1 through 21 of 21,preparedbyrnacufactu m. dated 1 W05115 and last revised on. 02/01121, signed and sealed by A. Lynn Mules. P.E., bearing the Miami -Dade CountyProduct Cool Recision stamp with the Notice of Acceptance number and expiration date by theNIia= Dade Courtly Product Control Section. 11ISSILE L1iPACT RATING: Large aad Small Affksike In"ct Resista at Liutuba [ions: 1 _ See table 1 (sheet .Z) and table 2 (sheet, for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (see tables B-1 & B-2, sheets 7-8) and anchor layout sheets reguirmtents in 11 thru 16. 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA'srequireunents. 3. Egress operable do ors must comply with min clear width or height per FBC requirement as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official L ABELLNG: Each unit shall bear a permanent label with the manu€act roes name or logo, city. state and series and following statement: "Miami -Dade County Product Control! Approved% noted herein. RX-NEW AL of this NOA "be considered aft" a renewal application has been filed and there has been no change in the applicable building codenegatively affecting the performance ofthis product TERAU ATION ofthis NOA will occur after The expirsttion date or if there has been a revision or change in the materials, use. an&or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sale$, advadisisng or any otterputposes shall automakc ally terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEIMF-Yr: The NOA number preceded by the words Miami -Dade County: Florida, and followed by the expiration date maybe displayed in advrstising bteratuce. Ifanypotionofthe NOAis displayed. then it shall be done in its entirety- LKSPECTION: A copy of this entire NOA shall be prozided to the user by the mamtfactuser or its disbfttors and shall be available for inspection at the job site at the request of the Building Official. ThisNOA revises & renews NOA#20-04'_9.05 and consists of this page 1 and e-oidence pages E- 1. E-21 E-3. E-4. E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L C`Ownda, PE. NOA No. 21-0105.03 / Expiration Datet April 14, 2026 i !�lvy 1 }fin ►:.�. Approval Date: March 2f, 2021 Pat* 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDFNCESL7B?4ffITED 2. Evidence Submitted under precious submittal A. DRAWINGS 1. Drawing No. DID-5570.0 Rev B. titled -Vinyl Sliding Glass Door NOA W', sheets 1 through 21 of 21, prepared by niwdactum. dated 10,05115 and last revised on 0402/20, sighed and sealed by A_ Lynn Miller. P.E. B. TESTS 1. Test reports on: 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FBC_ TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsd 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory. Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09103r 14 FTL-20-2107.1. PGT SGD780 Aluumitu rn Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alton Outsw-ing Cat Window (unit 8 iii proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Ahunumu n Fixed Window (unit 10 in proposal) dated 07/13/20. all sighted and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 76 Edition (2020), dated 04l?2,20, prepared by manufactu r_ signed and sealed by Anthony Lynn Millet, P.E_ 2. Glazing complies with ASTM E 1300-04, -09, -12 and -1.6. D. QUA►LI ' V ASSURANCE Miami -Dade Department of Regulatory and Economic Resources (RER). E. V_ATERIAL CERTIFICATIONS 1- Notice of Acceptance No.19-0305.02 issued to Kuraray America. Inc. for their "Trosifolt Uitraclear, Clear. and Color PVB Glass Interla`ers", expiring on 07/080-4. 2. Notice of Acceptance No.17-0808.02 issued toKararay.America, Inc. fortheir "SentryGiast (Clear and 4"7lite) Glass Intetlayers". cq)ihng on 07.D4123. 3_ Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated). White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 0913024. 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non -!'!'line) Right! Cellular PVC Exterior Extrusions for Windows and Doors". eqp hnng on 1229121_ 1 6" 7 Ishaq L Canada, P.E. Product Control [;;nit Supervisor NOA No. 21-0205.03 Expiration Date: April 14,1026 Approval Darr, March :+, 2021 E -i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVMENCE SUBMITTED 1. Evidence submitted under previous NOA A. DR A►'"T GS 1. Manufacturer's die drawings and sections. (Submitted under ?1'0.4 X& 11-0107 04) 2. Drawing No. MD-5570.0. titled `Vinyl Sliding Glass Door NOA (LTt+i}', sheets 1 through 21 of21, prepared by manufactures, dated 10,t5115, with revision A dated 04105f17, signed and sealer! by A. Lyme Miller, P.E. B. TESTS 1 _ Test report on 1) Uniform Static Air Pressure Tess, per FBC. TAS 202-94 ?) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressia a Loadingper FBC, TAS 2034A along with marked -cup drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc:, Test Report No. FTL 9717, dared 11VT15, signed and sealed by Idalmis Ortega. P. E. (Test report revised on 02/15.16 and OZ'24,16) 2, Test report on 1) Air Infiltration Test, -per FBC, TAS 202 94 2) Unifonn Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94_ 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Presme Loadingper FBC_ TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along withmadmd uP drawings and installation diagram ofvinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FM 8546, dated 1 l rt}6u`157 signed and sealed by Idahnis Ortega, P. E. (Test report revised on OliD 16 and 02111,2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test_ per FBC, TAS 202-94 3) Water Resistance Test. per FBC, TAS 202-94 4) Large MissileImpact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forted Entry Test, per FBC, TAS 202-94 along with marked -up draw ings and installation diagram of vmyt sliding glass door, prepared by Fe nestratioa Testing Lab, Inc., Test Report No. FTL 8:547. dated 1-1/04/15. signed and sealed by Idahn7is Ortega, P. E. (Test report revised on 0211516) 4. Test report on 1) AirIn?liltratitm Test. per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Large Ivfsssiie Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS '203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab; Inc., Test Report No. FTL 8548, dated 12104/15. signed and sealed by Idalnnis Ortega_ P. E_ (Test report revised on 01+0416 and ONI 11`16)_ 1 5 i''., 7 � Z /j R r+ 1. hhaq L Cl►aada, P.E. Product Control Unit Supervisor NOA `o. 21-0209.03 Expiratioa lkie::dtpril 14, 2026 Approval Date: March 25, 2011 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPT AINCE: EVIDENCE SUBMITTED E. DL4.TERIAL CERTIFICATIONS (continue) 5. Quanex Part Surer Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -inn hr.-ft=-°F, ASIM F 1249 VArI R-Pass, ASIM D3985 Cxygm-Pass, ASIM E 2190 I.G_ Durability No Fog -Pass. (Subntifted under previous A'0A. o.15-0409.05) 6.. Qua= Part complying with ASTM C518 Themlal Conductivity 2.22 BTU -in,' hr, R" °F, ASTM F 1249 WVTR Pass, ASTM D 1434 Argon Pem e-PassS ASTM E 2189 I.G. DumbilityNo Fog, ASTM E 546 Dew Point Development -2.0OF in 48 his. (Srtb rfffed under N10.4 No. 1S-0409.05). 7_ Vision Extrusions, Ltd_ Parts complying with PVC-AAMA 303-13. Vohrntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision ExtMisions, Ltd. VEX-1 by AAMA fenestration Exterior Profile Certification Program (Subirthled under.'VO.4 Na 1 S- 0409.05) 8. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submr`ffed under .n'0AA'o.15-0469.05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd--VEX-1 by AAMA Fenestration Exterior Profile Certification Program. 10. Notice of Acceptance No_ 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 Ar light shade (non -white) White Rigid PVC Exterior Extritsions for Windows and Doors", expiring on 021104i21. 11_ Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA. Inc, for their series "%'ltihe Rigid PVC Exterior Extrusions for Windows and Doois'T, expirimg an 02,281?3_ 12. Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their "Bronze &light shade cap coated White Rind PVC Exterior Extrusions for Windows and Doors-, expiring on 04,16:25. F. STATEMENTS 1. Statement letter of conformance to FBC 716 Edition (2020). dated 0422t?0. issued by manufacturer, signed and sealed by Anthony Lynn Miller. P.E. 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 04,118120, signed and sealed by Anthony Lynn Nfiller, PE_ 3. Private Labeling; Agm ment document between PGT, dated 033045 and signed by all involved parties. G. OTHERS 1. This NOA revises N OA# 17-0420.06 (PVTtwrtCGI) and updates to FBC2020 (71 EditiouX expiring 0+21.21 _ 2_ RER Test proposals #194155 dated 011110120 approved by IshagI_ Chanda. P-E. expiring 0411401. ;Iva•,. � , t. ��r>,�, 1 Ishstq L Chaada, PE, Product Cootie! Unit Supervisor TTOA No. 21-0206.03 Expiration Date: Aprill.4,2026 Approval Date: March 1a, 2021 E -5 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air lion Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Ulind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl duhng glass door, prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL W-49, dated 11,'0645, signed and sealed by Idalmis Ortega, P. E. (rest report revised on 12P0445 and 02f11116) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifamn Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressinre Loadingper FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12,%15, signed and sealed by Idalnnis Ortega, P. E. (Test report devised on 02/1512016) 7. Test report on 1) Uniform Static Air Pressurr Test- per FBC, TAS 202-94 2) Lange Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with marked -up drawings and motion diagram of tnrlyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11119110, signed and sealed by Jorge A. Causo, P. E. (Submh*d under NO.3 A`& I1- 010704) 8 Test repon on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static .Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile InVact Test per FBC, TAS 201-94 5) Cyclic 'gtrtind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test. per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inca Test Report No_ FTL 6337 (samples A-1 thin A-5). dated 12/06110, signed and sealed by Jorge A_ Causo. P. E. (S'ubmh*d under A'44 A'o.11- 0107 09) C. CALCULATIONS 1 _ Anchor verification calculations and structural analysts, complying with FBC-2014, ncv-ucd by PGT, dated 12;0911Sand last redsed on 02115116, sighed and sealed by Anthony I.. Miller. P.E. (Sublrrilled tender 2V0 d j'N'v.13-1210 01i. 2. Glazing zomphes with ASTMS-1300-09. 4 1 �• iHi Ishaq L Chazda, P.E. Product Control Unit Supervisor NOA No. 21-0265.03 Expiration Date: April 14,1026 Approval Dates March 25, 2021 E -2 PGT Industries, Inc. NOTICE OF ACCEPT-ANCE: EVIDENCE SLBU ITTED 3. New Evidence Submitted A. DRAT' FINGS 1. Drawing No. AID-.k,970.0 Rev B, titled -Vinyl Sliding Glass DoorNOA (LW, sheets 1 through 21 of 21, prepared by manufacturer, dated I0,,V5115 and Last revised on 02/01;21. signed and sealed by A. Lynn Miller, P.E. Note: This revision consists replacement of same existing installation screw with flat head_ B. TESTS 1. None.. C. CALCULA11O1tiS I_ Norte. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL C:`ERTMCATIONS 1. Notice of Acceptance No.19-0305.02 issued torKura•ati America. Inc. fortbeir "Trosdoit Uhrack-ar, Clear, and Color PVB Glass Interiay; err", expiring on 07rCf8124_ 2. Notice of Acceptance No.17-080&02 issued toKtu gray America, Inc. for their "SenhTGlasl, (Clear and'CUlaite) Glass Interiayeri", expiring on 0710423. 3. Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their `'Brown Coated (Painted or Laminated) White .Rigid P%"C Exterior Extrurio as for Windows and Doors", expiring on 0930024. -1. Notice. ofAcceptance No.19-1106.11 issued to Vision Extrusions Limited for their series "VB 1000 Tan 202 and lighter shades (Nee-i'Uhite) Rigid Cellular PVC Exterior Extrusions for Windows and Doors": expiring on 1129i21. F. STATE-MENTS 1. Statement letter of conforumance to FBC 76 Edition (2020), dated 02.01?21, issued by manuufacturm, signed and sealed by Anthony Lynn Moller, P.E. 2_ Private Labeling Agreement dated 03,4)8021 between PGT Industries, Inc. and CGI Windows and Doors Inc., sighed by Dean M Ruaazk, P.E., V.P. Engineering, on behalf of both c mmpanies. G. OTHERS L '!his NOA revises & renews NOA# 20-0429.05 (PLA w1CGI), expiring 04114/26. 2. The current associated PLA CGI file #21-020&01, expiring 04!14,2.6. 1-6 Ishaq L Chards, P.E. Product Control L?nit Supervisor NOA No,11-020.4.03 Expiration Date: April 14, 2026 Approval Datr: March 2:;, 2021 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALM ASSURANCE 1. Miami Dade Department. of Regulatory and Economic R.esotares (RER). E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No.1."529.14 issued to Vision Extrusion Limited for their " Whke Rigid PVC Exterior Eztnisions for U'indows and Doors", dated 08/13/15, expiring on 09,30?19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extmsion Limited for their -17E 1000 Tan 202 and lighter Shades (Nan-Mlitae) Rigid PVC EzteAar Extrusions for Windows and Doors". dated 12/08116. expiring on 12129.,21_ 3. Notice of Acceptance No.1.54528.15 issued to Vision Extmsion Lanited for their "Brown Coated (Painted or Laminated) White Rigid PVC Eunior Extrusions for ' , endows and Doors", dated 08113.q 5. expiring on 09130119. 4. Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA., Inc. for their "TAN 3040 and Lighter Shades (Non-Mltite) Rigid PVC Exterior Extrusions for Windows and Doors" dated 0911516, expiring on 02,04121. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA. Inc. for their 'Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. & Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "Moire Rigid PVC Exterior Extivsions for Windows and Doors" dated 0940117, expiring on 0212&118. 7. Test reports No(s). 10-W2-792(A), 10-06-M0527., 535753-09, per ASTN E-84. ASTND 1929 and ASTMD-635. issued by EXOVA to Vision Extrumon for cellulosic composite material. (Submitted under A'0_4 AVo.11-0107.04) 8_ Notice of Acceptance No.14-0916.11 issued to Kuraiay America., Inc. for then "Sen:tri-Glast. (Clear and White) Interh er". expiring on07104f18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc- for their '`Trosifollt- "traclear. Clear and Color Pi'B Interlajers". expiring on 07108119. F. STATEX.IE TS 1_ Statement Letter ofcolforuance with FBC-5th Edition (2014) and FBC-6'0Edition (2017), issued by manufacturer, dated 09114117, signed & sealed by Lym Miller. P.E_ 2. Statement letter of no financial interest, dated 0411&17., issued by manufacturer, signed & sealed by Lynn Miller: P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No.17-0387. dated 051054 7, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series 557012770" Vinyl l Sliding Glass Door (Reinforced) - L.M1", g on 04114t21. E -3 ♦ Ishaq L Clanda, P.E. Product Control Unit Supervisor NOA Ne.:I-020z.03 Expiration Date: April 14, 2026 Approva 1 Data: ?!larch 2:, 2011 ,+... ty N Cl) O O O U L N O- C O O c cD -0 CL 0 tU to N a 0 3 a O CU U- O An E L (� p L t2 1E c -0 �O .c CU � CD_I--- Q a z W J !V a o o W a M C M N 02 L6 d yC % C (n v� y ,c 3= d E 4 T C C7 d t0 C /9 7 -♦..+ CD Ct5 0 1L Q U 0 CL Ca m d CL CU w 'm J Z a J 0- SHEET NO. PA 1 A August 10, O S l'A —CuN MIAMI-MIAMI-DADE COUNTY Q. O Q PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC N (u `' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 C -#—# BOARD AND CODE ADMINISTRATION DIVISION Miami, 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 U .(D 0 NOTICE OF ACCEPTANCE (NOA) www.mitmidade.¢ov/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 N � V e 2 0 0 � �+�- .tom W Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C CD- O 3 Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing No. FD4612, fitted "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of C= = .0 U_ prepared b Craig Parrino, P.E., dated March 24, 2003 andDrawing No. LT4612, titled g, g 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. ,� �� �� 1, dated 03124103 and Drawing No. LT4612, titled Cast -Crete 4 , 6 & 12 O O O > SCOPE: Cast -Crete 4 ", 6 & 12 Lintel Safe Load Tables ,sheets 1 through 3 of 3, prepared by e „ , ., ,� LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables ,sheets 1 Lintel Safe Load Tables ,sheets 1 through 3 of 3, last revision dated 06/12/14, all Z3 O O O 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, dart revision #1 dated April 28, 2003 both through 3 of"3, prepared by Craig Parrino, P. dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. on 08/19/14. L U) O '�+-- CU CD - CD The 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, 2008, all signed and sealed by Craig Parrino, P.E., on O F-- -4-3 O7 - < to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TEST'S March 22, 2012. B. TESTS "Q "� r, (AHJ) 1. Test report on flexural testing on 4 ", 6'" & 12" Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared C. CALCULATIONS Section In Miami Dade County)and/or the AHJ in areas other than Miami Dade County) reserve the right to have ( ( ty g b Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and y PP P g 1. None. 1. Calculations far Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, Ce this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. C. CALCULATIONS prepared by Craig Parrino, P.F.., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D D. QUALITY ASSURANCE 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. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f P g P y g 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", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. 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 prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.0? 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant � p sheet I of 1 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", , A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12" hinted Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision datedMareh Il, 2008. B. TESTSne. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. No 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the p g 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply withMJ 1. None' any section of this NOA shall be cause for termination and removal of NOA. 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. B Miami -Dade County De artment o Re lato and Economic Resources RER y ty P f � ry (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 C.ouniy Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- o ' shall be available for inspection at the jab site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and e+e E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. � C,41efmy A. Makar, P.E., M.S. m U o (11J �& NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 Pro uct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 U_ c — " O° N x ,/� C�z oaDE `�/ j7 Expiration Date: 09111/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 N N ;^ Approval Date: 08/20/2020 o 2a 2d ZQ pp Approval Date: 08/20/2020 Approval Date: 08/20R020 Approval Date: 08/20R020 .Q � Y f Pagel E-1 E-2 E-3 m d m � � E o U O Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. Sra� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS .�.r 1. None. 1. 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- Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. CU 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Q 1. Drawing No, FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of Q, 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last �'� },, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. =3 B. TESTS 2 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE U CU m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RM. Q E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion far a name change. O CU w 411elmy Z C>Helmy A. Makar, P.E., M.S. A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 _J CL E-4 E-5 SHEET NO. August 10, 2022 PA 1,5 ZIILI ECO im TILLIT TESTING & ENGINEERING COMPANY *ATTRR A. Trill JR., P.E. PRODUCT_LV_AF.I,JATIQN_BE PORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 WtcW&8O).Cnm RL P.D. L-0. MIA•; PLC ,L U..PT-N„ W"','• PRODUCT CATEGORY: Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC.. 4800 S.W. 51 Street Davie, Florda333'I4 1A_PURP_M OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1900) to the Global Protection Products, LLC. Rule Chapter No. 61 G20-3, 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 of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2`EViDENCE_S,J13MITTED: 11,_PROPUCT-EVALUATION DOCUMENT (P.E.D,); Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thrU 26 of 26 prepared by Tilteco, Inc.: signed and seated by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an inte Evaluation Report. 1. .' . -/?1�"i _ '- 6355 N.W. 36th Street, Suite 305, Miami, Florida -13166 -Phone: (305) 871-1 ` L'RODUC1-LA'.AL11.LON_REPOINT No..104CILU 2 2.2._TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201 2 r section 16 o f the Florida 3 as a sect o 1 2 0 a Building Code. p g e Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1998, #96-570 dated 09/18/1996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond. P E. and Report No 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada. P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate. RE 2-3-.-STRUCTURAL ENGINEERING C GAIIPAT_IQN6; On 20 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 analysts, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc dated 11103.'08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P E, S. NtSSUSURPACT.RES.L5-N E• Large missile Impact under section 1628 of the Florida Building Code, as per TAS 201 Protocol. 4 WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18. 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.I drawing No. 20.176. S.INSTALL ATIQN; Installation shall be performed strictly in accordance with details indicated on sheets 3 Ill 7, 10 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document (P.E.D,)I drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (RED ), drawing No. 20-176. T01114 In IIIlp,1 y. -NN0a A: T... /per,, ' �\GENSF 9sy '---t"a�``- , ,- r-iWtT. 4A 167 $� % STATE OF � y OA:,_ ICIORII) .-',�,, /fr1111111,111101,00A M11111~TF.V'AI IkT__fONRFPOR•1'N1l N471a(1 I 6. MATERLLVR.ARACTERISTICS AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P E.D.), drawing No.20-176. Anchor specifications shell be as indicated on sheets 1, 7 and 21 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176, 7. LIMITATIONS_AND CONDITIONS OF USE_ 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on Sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A- Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620 2 of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr-, P.E. (Florida License No. 44167), President of Tilteco. Inc. (Florida CA-0006719). 1,111p BHHIFin„ ,il"X .: 7... /T1AA��.. - ---r'+ J - -' It 7, L ?B `. ,-, STATE OF rAOcF.. ^10R1Qa WATILL D.1 TILTECO ADMON RECORDS I. P. E. REPORT 20 (GL ORAL. PROTECTION PRODUCTS, LLC 1 20 GAOE GALVANIZED STEEL STORM PANEL\ DRWG 4 20.176t REPORT 12D-0728,01 /110 ECG► ,,., Xc: TILLiT TESTING 6 PNOINI.elRINO COMPANY wAr_T'ERA. L1JT, 9L,1IE. pp�TT��/^,T EVAL7� ♦SIGN REPO 7 Ohecr)(lsol.coul Ll�SLLPa2�- JCL;• R ,Lmw rr li vo ala46n9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURSE OF EVALUAT4N_ This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 81020-3, Method 1D 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 of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluahua 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_PR_QDIJCT EVALUATION DOCUMENT (P,E.D.): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an intepw pVt1 #,OifJlis Evaluation Report. ,a`1•�E•R, ,.,!l(fjr•,, r-,=P='�'cNSF' �Q''-s ---r-A-r` --*-. A-1167 -a •. STATE OF .-'cc I'0'--.,'"<011 •;akk; 6155 N.W. 36di Street, Suite -105, Misird, Florida 33166 - Photo: it r I-I'ft9N4 % <V83', 0"I-1531 MD1XLEVAI L AT'1(IN i=RTNO. 20-0727e2 2 ZZ TII EP_ORT$; 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 r ASTM STAR E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/C2 witnessed by William R. Manner, P.E., Boriz Moroi, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P E Large missile impact and cyclic toadingr> per Protocols TAS 201 & 203 as per section 1609.1.2 of the 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-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OII318, dated December 1 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8- 2.3, STRUG-WRAI. ENGiNEERING CALCULATIQNS: 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 12/18/10 and 08/27113 (for this revision), signed and sealed by Waltcr A Tllllt, Jr., P.F. 3A1411661LE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4t.WIND LOADS RESISTANCE; 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, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D ), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on shoots 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard, ' `\CENSF'• �� •% ��� - `.-,, ,T•1t67 ': 7, ;/.,%I - * ., * 7­7 S -*. STATEOF 4ot- "�''1'ars/ON AL F.��,,0' 5L iISTALW110N; 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. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14. 15, 16 and 18 of 18, of Product Evaluation Document (P.E-D-), drawing No. 20-175. 6. MATERIAL CHARACTERISTIC"ND SPECIFICATIONS Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 13, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P E.D.), drawing No. 20-175. 7, LIMITATIQNSLAND CONDITIONS OF S.E: 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.j, drawing No. 20-175 prepared by Tilteco, 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 on section 1620.2 of the Florida Building Code 7.3- Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). :��Td'1Tf7 WATILL '• ,Q J T��p Da TILTECO ADMON RF-COR00I P E. REPORT.20+ GLVIIAL PRolr{,418,F1N P�$[000 S, LV aI G&VAMZED STEELSTORM PANEL L DRVJI]120-175%REPORT120-0727.42 vOF••, AT,9" •''AS ``1 �"', S, /GNAT E�.,�.Y°. •+—A N O r— U) C0 O +- U L O (1) i-_ CD_ ca-00- W 70 N✓ O co Cl) L O O Q C—_ L O S.LJ (10 O +_ LL_ .­_ O — M a) L � +_ CB Q. � I- M _0 . S:- C/) Q Q 0! 4 Z Z W J - ___­ _______ -_ -_ ____ -------- ------------- I _ COMPONENTS FOR R��,ULARC LIFE SAFETY STORM PANELS GENERAL NnTFS; (SCALE 1/2-I-) 1/4, 2/4, 3/4, 4/4, S/5, 7/S, R e3) E USE *Ali PRECAST SKA4 GIG PRECAST CONCRETE PANE.Is L MAIN DR SWOWTRUCTURE BEHIND OF "WANT O,! ME 6BL0.®R.�li60E_ EGSnnC WNL. ANL',IDfLS slWl HE LUNG [MOVGN ro PEACH NNE MAIN sraUCTtxEF BEHIND SIKTI PMCIs �1W/1D. 2W/10. 3W/10, 4W/10, 6/5 I STORM PANEL SHOWN ON 7.5 PRODUCT LVALUATON DOCUMENT IPCD) NIS BEEN VERIFIED FOR COMPLIAni A ANCHORAGE SNAt1 BE AS MENTIONED 1I. B.I) ANU IN B.2) -.__ .-.�-__,_._.�__ ..._.._ ___.__..15.I9B' (IOTA, 1WE1TH) - SW/1D, BW/11 R 7W/11 ACCORDANCE WITH rME W20 ITM EDITION) Or THE FLORIDA BURNIAG CODE. (C) TOI,xISIBti xWO :WN._5PLGrIL,aA 0_;_r2M Mw., _ _ _.. _ _... _._ _.-... 11500' IOTA,(EM7N[ w107N} _ 15/6 (IDEAL WIDTH) - _ k S• MAX DESIGN WIND LOWS SHALL ENE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOP, - ,il- iAPC7N ANCHORS. AS MAN11YACTURCO BY I I W BUIDEx. ,NC - _ _. .a 1/S' .,... - 06,250' TM ' FOR WOOD SEE SECTIONS ON L SHEETS 10 It II B__._ _. - . MN._. S MAXMM FOR A HIND SPEED AS RCOUIRED BY THE JURISDICTION WRERE THESE "HUrTCRS Wxl BE INSTALLEDAND - ,II.-t0 PANEAMATE FEMALE ID ANn PANFLWIF PLUS ANcNOtS, AS MARLiACNRED Br UFA CONSTRVCnON r4mKIS -"---- 1. 4N FOR A DIRECfIONAEIIY f y AA( t F'0 LAG SCREWS PER N D.S. I ,--I r--1.]',9o' 1.J,i0- - S �- -.. _- ACTOR ICATED . USING ISCE THRU N4, SHALL N16 FKClDU THE Wx11NN,1 (AS 0) / '-1'- �• `�S�w T 7/ 6•r 5fa' WOOD BUSHING. A= UISIRIBUr[D 9Y µ1. POINT SCHEMA. BOLT k SPECMLn CO , rr� "- '- Imo- - OOM' MIN, I,ACA--,.JJO'- 'A _ O O O O DESIGN PRESSURE RATINGS NpCA7Ep ON SfILflS T THRU ,2. la, I5, T6. 9 a 70. - I ` .- _ ` 'x'. �� -r. - O - - r - - - - - -,-• aALVANRED STIr, *. -- --�+' J 1,.�00• / .. , _ 4Do- ,.. ASTM A lies /,e-^• - D.M..U. O, ®i ( -� -T--1--1- -r-r--,-T-"-T--r- I - 1 1 _.-r_1-._-I__Z-__T. _•1_'.-7--1---r--r - I I N ORfICW IO r Ilr N ULTIMATE 5 OWN P 1- F -- VON F AB01T CO OtKKN. 1A/1 E lR41f.N WINO LpeD_ PRE. EU ER µsCE I6 C •) WWMUM tHRCADEO .'ENCIWtgh Ar0 WOOD Of TA7I;(1v MCNORS SNAIL LYE , 1/2' AND 2' F011 ELCO PAN[LMATE PLu5 6 i T-+ ' W' DLALL BE FIRST RECAIOEO ro A50 ORWN WINO LOADS BY 11ULTIPIWNG• fHlM BY 06 W ORDER ro \ '' IRIAOr. 'JD ARMY � . Mlb PANELMALE FEMALE I0 / O.0-M' YIN THICK tiLWMETI .•' - •, NTMMCD COY1'NK f1ILSE W/ MAX (ASD) D MIN PRrSARr RATINGS INDICATED ON SHEETS '7 THRU 17, III, 15, III III k 70 ( / 2.657' - (rk1 Y.65/• D_a0 ()ALV �+ ^ ( ) I TYP GAluNe7ED STEEL EOGf ` ! I �J E000 \%!`✓' V+® O C.7) MN■AIM 1HRFADED PENETRATION Of LAG SLT1M, INTO ME W000 FRAME UN11 SHµL BE 112' NO THREADED 2 •24 1`/P \ AS'Y A-05) T 2000• 2 Tw. I - e..-.- IN rJROEH i0 VERIFY iH1i ANU JRS EI.1 TUSED HIS RiD AS 7ESrFG WERE hOr vYEN ,1RESStL. A .43X NC'RCAst N ALLOeAaI[ BEEN DETTIRM P(NRWIION N1U slllCfO SMN♦ BC COMSIDEaEO AS PART OF tNC REP+I/a15 TIHRCADL'D DpNEtRIntN HEMMED lX1,YK SO M1NRRIM 0[T_ k._} '/ I •• N � DETAIL A- I ! �� I O El STORM PANEII WEUUACY FORIMPACTACT AND WINDRRCSISTMICE FK46 BEEN AI HIED, IN ACCORDANCE WITH SECTION 626 OF C� I MINIMUM FnCt DI71CN1 OF WOOD HUSTEW' SMALL O s/ H I .• •S I SCREWS USED 51NAL.1 BE ,/E' LONG Me11MVM � - _ _ � -INTO IN1 EDGE . _ _ _ - _ � . _ i G-p �V I - (_ _ _ . (. C� _ _ _ - - . _ _ - � ' \' I r I t E i (� j1'�-__; C+ O �EF j STRESS _ ACCORDANCE WITH N.A.S. 20`8 C] MNWUY fLtG[ (N$TANCE Of LAC; SCNEwS. NTfI WOIIO SI+ALL B[ A4 NdG7E0 A THIS UR,IWIW1; NL A ea.Ir WAL A .a.ar THE ABOVE MEN)IONED CODE AS PER HURRICANE ENGNEERNG k TESTING INC REPORTS 96 569. 96-S70 N 96 730 AND / • - T _-_ f 1 -A --- 1 _ i _..... 0 �m •tC FENESTRATION TESTING LAB INC. REPORTS /2037 k r7126 . AS PROTOCOLS TA5 201, TAS-202 AND tAS-203 SHOULD STUCCO CD5T AND 1• ANMWM FOR WALLS WITH NO STUCCO -. -_6250•------_-_.- �' I _-.. ._- v/ .. . _. _ ' - - _ _ 0, - ...- ... .._ ..- y.IJ- a- AS WEu AS AMERICAN LEST LAB Of SOWN FLORIDA FIRM #0219.01 -09, AS PER TAS 201. TAS 20, AND O ST'ORM PANEL © END STORM PANEL f O - TAS 203 STANDARDS. C 5) N fASC 71M1 PREUSt SiVNI.. OR P,E,fAST fL1NCI1CIE PANES. 51t1CW ON W000 BUARD5 Br iq IND ON tNE ECtSTe.L r T • f i N L 2 ALL ALIPAPAIM EYn1A1510NS n BE a063_T6 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SNEFT 2 IMALL, ANd10RS SHALL BE LONG ENOUGH TO REACH FINE MAIN STAJCTLIRE BEHIND SUCH PANELS - ._. 2.1/)'.- -- I . - __ ANcI N r SIWE Fit A4 MENTIONED IN C.n. C.7) k Ca) 1 ,...- _ - A .. - - _ ...., __ 1 _ L ..�.. .. -- Q,- •. ALL ALUMINUM SHEET METAL USED Ai CtO511RF.5 SMALL NAVE JIGS-Mle ALLOT. W X (U) ANCHORS SNIL BE INSTALLED FOLLOWING ALL or 1M RECOYYFNOA7AIR4 AND SPECHFIDATIUIYS OF THE ArKHOA'S MANIKACTI1p[N tZjO'j}r•T•� - 2.117• i I '� _ _ _ _ _ I A d N ALL STEEL SHEET METAL PANELS S3NLL HAVE S1NUC7LNHK nLLAi1TY STEEL. ASTM A-B53 GRADE S0 MINIMUM. G-eD rwAlS nlD LIP �� II t00- J7B' 1 T75'-.TSO'- JOiY-70. IT lo. _ I'- • BOL1E0 PANELS W/ 1/N-20a 1' ;,> dC GALVANIZED STEEL DESIGNATION W a PARE15 MAY ALSO BE INSTMIrn HOfeZUNEALIv FOLLOWING NStALLA710h I7ElNl5 iT1.TWM ON SCCTiON ] IrH11000H 10 (SHEETS N - - - 1.7 - - SFRIS ld fFNfi UNBOLTED PANkJS Y ll /fY'- 'La.S IAn (AFTER ROLLED) IIItOVON 6 EXCEPT TNAt NEAOEIp k w/ ,gM•WT fDGC I _ 100• ,R �.�- I-,V5' - S.s STUD R,MD z.s. SM RNCIEp ,JO',- 1-.� . B.�M 80LT W/ )/B• . ]/32• 11 ' y C Q,' ® SHALL NOT BE uSF,D ,,Cp ! OVERLAP a•kav '" ,1 J71 1 ( ! 7a M R • Ro AN' • , (SEE SECTIONS AS 1 • EA. AP S N= <i 5 ALL SCREWS ro K STAINLESS STEEL JW OR 310 NSI SEW. GR CORRO510N RESISTANT COATED CARBON STEEL AS PER �' / I l2 1 r OC. 12 ! APPIICABIE) CAN SN15 W/ 50 W YIELD STRENGTH AND W LM TENSILE STREWN k SHALL COMPLY W/ FI,OAYDA BUILDING CODE 9 n S,NJ.L BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE 501XNONESS Of THE STRUCTURE WHERE STUTTER n TO BE i� � cot 90.I .100 ) 111� � / /r O.C. I I / ,I` 1 (SET SECTIO INS AS ERLA.ANLE) [i, D'��ATTACNnt TO NSUPE vROPCR MCNOMGF HIS SNUIT[R S,FALl ONLY OF ATTACMEU TO CONCaRC. BLOCK OP WO(7u FRwE J_! _!. �....-J._ L .I__ _-. ,,...1_..-.l_ L__.1. A �_I.-.1 . j.___l_..L_I 7S[G11ON Nt1 7.>.. - ], JTS' 1.6DD' 1.SU0• ''- BUROINGS. `� .OB3• .09J' 7,MO' _. .. e ROLLS TO BE ASTM A -,TOT GALVANIZE/ STEEL, OR A - 30, SFAES STAINESS STEEL- WEN J6 W. MINIMUM •'MELD t0 GEH , 1' 'r�^-J---'- 002t aETM 1 aJ9' T - __..... //L _1�' _ ._.T _. ... .fh _ _ _v O, SIRENGIN. REGUUP S10RY PAIIEL WITH LFN•TNS OVTR 9'-1 llMglnr t/' ♦'. A5 PER ACTICNNS 6. B. 9 L /0 MC µrER4ADv(S BW. D.250• 7175' 1 1tYQ�-1 1..12QE` 1 )" 1 EO � O9W k IaW ON SHEETS S, 6 e 17 RESPEC-TNELY, S1WL HAUL A L[GlERE MD R[ApIY riSRIE MARI,NG NSiRUCTING CWH(F OR 11EMLE0 I � ( I ( T J`•-r0ANCIgl15 TO WALL f/1A11. AC AS F01.1 fAY5 tl'Wwi To SCC,aNC PMEIS WM APPLKABLE aCINFORCELENi IJLTFI/IF M'PIO[i5 M NUaR,CAHC WARPING /f/ "� ' a, q .3- _j l_.. -�1 tY5• I J1' I -e,r+ 7,- a s5a ^ 5• MHN - I.S00- -, I.SUO'J d "CIA) rad?5MVf4-HASU 04CRETF I I THE INSTALLA 4 EONTRACT)R s' 10 SEAL/CAULK AIA SHUTTER COMPONENT EMES WHKPI R[NNN IN CONTINUOUS tONTACI NIH I___. 1 In., _-�,,f'1/e•0 TAPCON ANCHORS AS MANUFKruNED Br ITW HVIIt0. INC (TOM YR-3192 it-) TIE WJKDNGTo PRIVEJIT WND,RAIN NTROWIF. ISOMETRIC' ,VIEW. DETAIL. A i- 7V 2.000- I n / 1/e' • . 7/6" Ul/-N MN;HWtS. AS MMIUrACEVaCD BY DENALI LAIC (MN I'e ]DOG P .L) 2 - -' /� r __ __ .I- _-- .. .... .... . .. ,..., j /e'0 r'30 SOL10-SET ANCHORS, AS DISTRIBUTED BY All PGXNT 9CRIw, ROLL k SPEI7AL7Y CO 12 STORM PAMEI 114MAUATIUN SHALLL COMPLY Wm4 SPECS INDICATED N THIS DRAWING PLUS ANT BELL LNG AHLI ZONING RECULAPON5 ROUNDED CORNER O ENDS OF PANEL'S f a D. M..�.®.0:+13)-"�---. O: O� �O O O t I _ ]-- - I 1 - V {M,n. 1'f-7OOo p.HI.) PROVIDED or 1Nf JURS[NCnON WIIERE PERM" Is APPLIED TO END UP W/ HEMMED CDGE. O "�HEAD'ER 0 "Ur HEADER 4O �LE � ANGLE WITH STUD ANGLE WITH O ONO ®' �r -. i II-IO -33M fE /iMNE O t PMELYAIE PLUS MCNORS. A5 MMUTACRIJIEO BY ELCO CONSTNIJC IANF PRODUCTS 1] (a) THIS PnOIX/L'I 6rALL•ATION DOCUMENT (RED.) PREPARED LT" THIS ENGINEER IS GENEMC AND ODES NOT PROVIDE INFORMATION (N.T. S) 4 •1 6 4 •,' l�Jo (AeN 1'Y-JJSO PA.) FOR A SOC W.CXW PROJECT, Ir. WHERE nil SIR CONOITIONR DEVIATE rROM THE FEU REVERSE STUD ?; uM, �1/4. 2/1. 3/1, 1/4, 5/S, 7/5. - a- MIN - - 1/F'0 Cr TAP -GRIP ANGh0R5. AS WNUFACIURED BY IRV -FAST CORPORATION (P -3600 V ILL) I _ --I MINES (0 COMDRACTOR TO BE RESPONSIBLE FOR THE SEEECn011, PIRCt1AK AND INSTALLATION INCLUDING LRE SAFETY or TINTS PRODUCT I SEE On. 1W/10, 2W/10, 3W/10. 4W/10, 6/5 col) WNIWIM ESIBED,AENT O< TAPGON ANCVIORS RNIO POURED CONCRETE SHALL ltE I J/e': Y FOR PMEUM7E ,lMNk Blls[0 ON WINS Pf..D. PROVIDED MG'SIGE HIES N0I pETAMT[ IA[NA TIP CONDnTOMs ORMLO DN TITS DOCUMENT _ F_.1 1/1. a 7/l. ewe, .37e' 17.• 5W 10, 6W 11 h 7W 11 T'rP TOP EDGE •74 OBa' - 750' - / / / q AND PANEMALTE PLUS MD 1 1/4' FOP CIF TAP GRIP ANCHORS CONSTRUCTION SAFETY AT SIT( IS THE CONIRACIDR'S RESPONS* R•' , _" `*t - - _ ]90' OF MARL .Lae'.• tee'- ._10• t 5' M _.. �- -_ L 2 / r-T0, JOt SfRKs _ K,bRS FOR GONfREtE SCE SCHEDULE ON SHEETS a a 9 A2) CALK -A k SOVD-Sr" ANCHORS SHALL BF EMBEDDED 7/6• VETO THE POURED CONCRETE NO LMRCOMENI INTO W THIS PRODUCT EVALUATION DOCUMENT WILL BE GONSIDEFED INVNJIJ If MODIFIED E 0. e I-.'-;...�rw,•_- 1 T f I - _ �54 STIxT RMiFD TO FOR w000 5L2 SECTIONS ON SM[F74 10 k 1i •0Tt Oe3' -- .k7s• I -s;- .a.6' N,Ot1 a u ,/r 04 SiL10C0 SHALL BE PEAWTtEp I/.' •-i0 ScaEWS USED SHALL BE I t,/2• LUNG MWRIUM S1N0UID STGICCO L7U5T. .a25• I j•. WO - r - -F-- 1 ND I' kRN11UM FOR WALLS WITH NO STULTO. AAA MAY BE HEADED S:CTNEWS OR Ali r-Ri SCAM W/O T(EAD. ld) SITE WELPIC YROIERS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WNRCN WILL BECOME IHE. ' ST, + 67 t'f I 1 BUT W94 WAG NUTS ENGINEER Or RECORD (LOA.) FOR THE PROJECT MO WHO WILL BE RLSPONSIBL.0 POP THE I ' . pN• , ,,, R.11a2' 4 1.SNA' - F-� _ A.3) W CAST TINT RPECAW STDRF., PRErASI CONCRETE PANELS, PAVERS, STUCCO OR WYgO BOARDS BE FCKJND ON TH( FREEPROD CTNGUMEEa, SIMAJIESVBYIIIOT NM1 RECORD,( CSITE SPECIFICDRAWINGSPit'" -STUD rLOCATI N AT --- E 1 _� I I • -�A 12••• I �• �• i 0�5' ]w• �FGULAL1�zLY12�._PANELS j,�,,) dE ELEVATION OOSTING WALL OR FLOOR. ANCHORS SHALE ERE LONG MUCH TO REACH THE WIN 51TILATURC BEHIND SUCH rW!^' PANEL lAk7nM N •' N 7.5. PANELS ANCHORAGE S/YU BE AS MENTIONED IN AT) AND N A.2). (0) THIS RED SIMILE HEAR THE DATE MG OAONµ SEAL AND SXWr1I'JRE DR' IN[ PROFESSIONAL ! • Ae11 .�' _ -. ENGINEER Or RECORD ILIA' PREPARED IT ,611I 7.000• tTYP.) (a) !0"EXISTING 7 000- C� KEY MOLE WASHER F es+. tCHORd W/E 40AC_ REIN IF SIRYMR wWACTUPEA'S LABEL SAK Fk IcrATED rA A READILY VISIBLE LOCATION AT STORM M I/.,... GAP 1/.• • rAJYVTN AncHgls AS MMUI ACwREO BY, I T W EWILDIE, INC --era• �} "F" TRACK ANGLE 6i }/B" Fr jRACK C7' FIAT PLATED 2.a7•'i - 1 A- A . 7/e' CALX ,N ANCYgrS, AS MAN(IFAC'TI/IIED Or DEWALI INC (YIN YF-ISOO p.A.:.) PANEL or PLACED N ACCORDANCE I N0ITH SECTION 170O C a rEOMOA BUILDING CODE ONE tAtSEI 'M. `1•\ / SIM11. or ILD04G FOR FVCIn' W'IWNG. IABfHtir TO COMPLY WITH SECTION 1709P 2 OF Tl,f 0VANIZ (MITE) "" � STUD (INN O,UaM -1 Wl- VALLEY) t/4'0 x ]/e" SAID -SR ANCHORS, AS p57aIBIf1CD BY ALL vpW' SCREW, BOIf k SPECULTY CO fL01NW 3UILONG CODE GALVMILED STEEL -' ]rt•9 tt,HHNNN'N' - - (MN. 1'c-1 AVIL fe.-Ta PAW i6 •IFEI9M.E ID M0 PMELMA7E Plus ANCHORS. AS MAwJFACn)aEO BY ELco eoNsrawrlF7la TNK IMAW/N0 �HAu Dr6.Y Lx u9ED To PM u• , ! a a•`�11 A TI(�/TN.y 11 R 0 1 _ r, .• 'El ✓P PRO CIS MN Yc-20T1 L111NIIIIIN OBTAIN PENS N THE SCATf IN R.)RIW- '-) ___, .--_ ---. / a v t !( aY n5'. ` :lJa a a7 V SF . - I ." 0 CF TAP -GRIP AM0,1ORS. A5 MMUFACTURIO By TRV -FALiT CORPORATION VVA fl A. 7 r, ( ` 5'0 s ./: V NNM111p N ri1'N,N __ I ..... '�/j 'y' L , MAx. GAP P I/ b L FLORIDA 9UILDING CODE HI h Velocil , -_J,� ' NO 44t67 c "1i T B 1) ~UV LMBEW6 I tx FARGON ANCHORS. LLCO PANELMATES MD Cr TAP -GRIP ANCHOR., INTO IHE C(1N .• `\(', ( Y Hurricane Zone .STs '? * c �, "' .,, ✓,9 BLOCK u19r Swu1 BC ( I/.•_ ; • • %- •x�D RRC0. IIc - - www e. ~. WING NIr 1' *: * E FLORIDA BUILDING CODE (HI h V•IocN Hurricons ton• ��"t 1 1 ra1Q',' ` EN FLORIDA 6UILDING CODE (High Velocil Hurrlcone Zone 20 GAGE GALVANIZED STEEL STORM PANEL TYP BOTTOM `c�7 �/ B.2) CALK -IN k saL,O-5R ANCHORS s1Au. BE EMBEaIED 7fe' INTO THE CONCRETE BLOCK LIVER No E NU. 4 167 _ .. __ I Do, ' .._ . �Ko EOu Gr PMu �Q STATE OF : `C ' ono n,roY, rc 20 GAGE GALVANIZED STEEL STORK PANEL rP i 9Q70 141iC0' °c 10 GAGE GALVANIZED STEEL STORM PANEL fy INTO stucco SHALL BE PERYiri ,/.• •-20 SCREWS USED SHALL BE I 1/7• LOMF, MNMUM •a;Nwtj 7CCo .aPo,A „ 1T4EI ' - 2'� 17K .IBIS :9O•S t ,,,fY11 ,: •y - _`.-_. ..------ o,- >; *:' NO 44167 / __ ___ __ LTWIwI N I• MINYPJM Fpl w.us WIN No srucT:D. •o: �' GLOBAL PROTECTION PRODUCTS, LLC. 07/1°/'0T0 . '- LA ED KEY HOLE 0,'*' . 0 - �* •* / _ ?: y•• SEAT OF IL E C O TNc __; • ` 2000• © AT P E ' F / - GLOBAL PROTECTION PRODUCTS, LLC. "'TATE SECTION A—A� GLOBAL PROTECTION PRODUCTS, I.I.C. °1/PrnF°'° Q • Fes, nLL�i1�-i�iifA�b "e1 a MY U.»t n 1n,•ii'i i T fN, D �� �+� S4- A` (OR OP` ,-- n t% •Na1r nn)Ar1 7e,a. fN, roA•)seA•em 20-176 - - `-- 11 V EI \r O FMe. 1.� NI16o s r v slAm N r S. s •o'. ATE U^-' W L ITLTE C O Toe 1 .Tn a 5, snEc* ysE"' IN .I -,A• LAPS -1„I �r1 2rX7"X1/4" RriNMMi -�jP� F[r boy ESMONao G[. n 333,. ' S ' Ttt".'' WA :r�[TNPOMe �Nai �coAA,A_ orAE, ti ass,. r ,$'<S,�'•.• G,eODerl■awc INN NIERNArNEEY is( WING Mir W/Our 7 %5r a•I K�-'a'O'•. DRI ( peR-na. T'NL (Y6•:Fw-mT 20-176 I/I/NO�A \1N Fi,./31O,ANRf✓MAR rYRR A tI_lf Y.. PL O1 H-,u M - (yY•11T1-III_-Sl]I.L� MONOLITHIC WA•Iis W/ ADOIIIOMAI +. / Al. rF� Tr/M� n� IM P,•Wi. (YNNM-fSU, fN (95•)eM' eM) 1MMwK'. 1q' FFS ' M ISLI N•-nM 1,. Pw).n ,s.r'M FIWE r]F WRMIe He ti, fat tn-,fW I.A.r AIaLr ar Ia • 7/e••a/]Y Wr,sH[R 1=uNlszs u-oaonla ••r _ _ S N �jL u-000n,. _ _ -'---" SITTI. OR MCNCL P11TM SIR). Of x ,'u:NAN /aR _`UR A Mul . IL. WQi E eF IN I N11NM••- •�0 N'I�'TE' iiG I A R, 4 Jr.. ;.L w - .Wear w. r RIP - r LIVE I" ANIIapN (SR .CoET I[ ON . CACTI a nNom • e) L_ L.nM POUPED E 0 COIKINT NI WFRD FI.TrNG PO,IIED E 0 CONCRRt OR CONCRETE PROCA AF WIRTD AM1 • • ec ! ..T W. I. 1 -. _-r MR' sre i' RIi l - , 1 2 a I I 4) C. COMCR1RRT : -\ - S l I , �' i G1 1 W i I LN.! V,AS"i j+ Gp j . I I i i '..\11 � � I r'[ c'iAi . `" ":,,` •� 4\ 1 [ ■•A,Jilr O 1 9r �OImIA1 I A' ` I [LOW sre • � I [VOWII•'Islae• 1 1 ,r vat IT G y j 1 '. ,M' Dc I 1 2 1/r IL I DWI•R a o GrP eN i (� �[ ' : ; ,� {--ro �I [n - i Cl "I I 1y � 1 C; EA.� I I aua I ; t'v, a '•I ,o aA■L I c 9! _I R 1 R 1 1 F r. I . , ! 111 i I 'i i i i I i O 1 I i 1 •`:., I � I I 1 U 1 I G1 .H y 1 1 1 1 I v :� i !- 1�,,11� rwAA3.rr * \ 1 1 I 1 I (. rLile rll i I r� 9I �6me f ) T W rJ ar I I (�. 1 IM'' Ot0 • I 1 ,2 IM• aC r -' c _,I - -TO MR • I -TJA� I 7 3/!F ! 1 •2 1/r aC E.D 1 IF ISTINL FROSTED I O 1 1� mo • j,UI a ! a•e I r EXISTING POURED I C on r 1 IOft , stub • OC r i ! 1 CONE. E &f](Pt _ i p E BLOCK _ 1 ... ,n' REWRCU t/y OU, ,/2 �11. , t `.. >4 t ,. J ;', ' GTNVG „O,IWO t Yi,,•- - 1• WTI: 1 .-_..__. J COWPLR of I S/.-- N /•Y/-'Lp A/l - c AtR AAICHORT, � REwIRLcoNCAER ANCTIDYI - 1 0. PA uA1ualoAl corrDRTE MCMA, I , 4 Tin 70 /ypu.'1°"L .41 L-� Vfp-'"V,f 6 ra.Y"c STWA"FD W/ %PHI r4I -1 a O e- (5U xKDuli OY IyR ,x,KOIKL Sra e P Of COMORM _0It■ 1 „;, : F,q !INE S a .A W Ma's A TMD,PD, ei SHEErs a IHR,NG,• A) I N� We �'R EKxI e) eMl • e Dc 7H[ns a MAY�GN ♦, INSTALLA]IQCI_p-TAILS FOR REGULAR PAjd�'� & lA INN EXISTING POURED CONCRETE OR CONCRET�ELOCK _�2_CTURLS co.oult AYDHDe, L•W `[ MCNOPS aM --1 (IAt SCHEDULE w r SHQTS a T1rpI01 0) `l (eEE ,C•eTAA[ fH - a IHIOLGH /) _CO.___ 1 EXCOI'S1CM [ °ItcovetE0. - 1' 7' \ .. caecR[I[ AMDWAIx � EXISTING PO,IRFC (EIQ f E (41 CONCRRI REWIRED. sate a W+a,HiH n _, •/7 °tin •Y. •• fS •WIN \ , 1 - 4/ 1 v-.TA As,/.• Ls .un 1,• YM.- ,,g-,, ,.,- ;L�.1,•�4_llH, LI - LEIUdCt Ai Q �I S_.MO.lIHTltlg BIJ! S�1tlC ALTER ECTIOQ H 4L_M4UNIIHO[ SCALE 33/e-1-1• SCALE 3/R.1- SCALE 3/d-I• SCALE 3/R-I- I i I 1 % =0. I . G i -- 1 E.D. - EDGE DISTANCE (SEE SCHEDULE ON �Aaa I e 6 9 S"em e N B) ro a7p_AAAmx I I i I i ;%�"'/„I. �i EMN am • i NOTy- fQP-GWANNATI()j-Ot SE;LIONS Owl 1 12 ,/r .H1 HN1N M•, N„ TOP k BOTTOM MOUNTINGS CAN fit COMBINED IN ANY WAY TO SUIT I ` A. Tl(/�l ANY INSTALLATION - `VN.P��EI� ,r-/ Ex,SDMO PWRtD FLORIDA BUILDING CODE (Mi h VelocityHurricane Zon RIG 0�.IWC� `�Tt k ? *. * 7 = ' cenT MRCS, INC 20 GAGE GALVANIZED S1EEL STORY PANEL p� n I., -E. tw 51ET'S a T.Roucrl 9) �' � I., * TATE OT_,;PRI i `� _ ORI.....• ! LUTE C O �I� --- - - ------ --- GLOBAL PROTECTION PRODUCTS. I.I.C. - °T27°�° aR: �� SECTIONSCIJ �'�tcSS / 4„If7 din'" I • -,yy VEAL E ofY,-ANy1F- /` nw- 7 � RMON1[fl,ni0 GOWANY w r s -- 1A -AA u.-,Fpn •en Sr at .mir MMC I 0 11 worc- Lm.)e■1.76.a WAX I■6t)RM-eroT 20-176 3M.•• r/1111TI7�.r/�---- ----� _ ( 9G.,A,WMI,M/tMR ^•- IA"I HN11 Ar,-Iu, , wI1IrT 4n.n- A F11.11 H- PI , -11... IPA w. _ __ ----.-----.._... _.. __'____'---_.-_ _ INSTALLATION DETAINS FOR REGULAR PANELS: & rU �.�-_IX_TAILS__FQRJNSTAUARN -•- - INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRL)CI Rj<5 - K-� cAIA-W a PANELMAT[ rI7MLE /•/•''-fir %//:■1La YA.1ID_FORR._. REGIA.AR, UFE SAFETY-�E-Z.NANG STORM PME_l. SYSiFAI ,* DR H T a -It 9P r,11 TT .Mnm1,s III IAII J /• 0.0 f1[Z T, AFIXAL DH R AMA:LSCHE SCHEDULE 'SEE S['M0U2 ON eNeET e k N 1TWTT5 a rrro„cr1 ■) I•...._ 1• r WTI.- f• f c!4 I �;2• _-;- — rw7 4 k, I 4 IINP..... Pm, s lv [X15tWG PDIMCD -('t 1 E (a I. E 1 • A ;ll ,", _ IA�_,(�Y L'ONCP10 I IPl 1 0 RI•L11G}na F L:/�LLS' PEaPeEo , cRe ) 3�11 r //�\ L17 I a I ,rIt' I I ' ! C: o rN rEXISTING PwIfEQ I 1 IrAr 31,eI/'�1 , CaNCRRE DR 1 I PRA 1.r ' .-}I�•' ' M. I I \✓ CONCRETE BLOCK i I G 111 }J/ T f 'I IREOUWED. II \:'_ I 5,40 _ 1 i CASE A (PLAN) (�p1'1 &4II•'rrn+Im i I r• � I 1.. .i SCALE 3/16-1- e7Aorn -ri" ; ,,,. ... .... iI 1 .. St Irkee_ 9 fe-PLANT ...�_- .;, eIA 1'L.... p/1. +- i 1 i q1M AT ii LY,Ie}A1°'6 --1 I in __2 E / ,.01 l�,WT-.a ' ,AN,L - I I 7, I Mr- A DN T I INa YAMDIAL 1 tJ '" • Y -I .I- 1' 1 1 . M n .-H EII �� ) W e,; N•r N ". I Me sGERU I FW, YM HILL,Sn"NMI - I 4 L , nr .ALP((r22ttlr Rt ' �"' 1 I eR - 1 /� �W7 1 Jam: I x�.w°TDN[ 1 {0 I 1 1 c,A� w. Y a.m a uuo i 1 1 t.' �' �� ' j'111 . i I0(vo° I 0 1u:-"�, IL`if '.J' ; �� .- �I� I 411 ll " I e Is try' D I , fir®,,^- i I l 1 r I ( I r - 1Y0_ - ID. _.../ D111ING PD, NED E '/ 1 I 'Z"?- - CO NCRE1! OR 1 (4� jil - I CASE C (PIAN) r Ijfa�TE'I� i EXISIM POURED CD OPAL I SCALE 3/,6-T- CASE D (PEA"� CONCRETE ON , 1 CDWREIE IKOC- 1 2 SCAIL ]/16-" I RCOUIRW 1/2 _...-IOLnr/YMNA. - mlueP ,f�11 . CA _. OR MINNOW', ' ' i _ - I I+u/f.^-. M yMyP{ e' P otE rowfr. •0�•'nitim of DWI ai 1 � . M PLUS DR OF LAP-ORw CLINCRFI[ MCHOPS - 4 '\h'1,\. \�". AU14 F 1 nP,maFL P' YMAIE ID MO NNRMPIT •- . w-' \ `-\ ' \1 "� rP'•A1[r' _ tt"AIn'wi , (YC xaE, ON -- hPL scraou 91 DN SMeETs a ,Hauw .) c.H '. snEm e e e1 W611_�Q(�j� NG fD.M,I )�UILO OUT MOUNTING I "u "'- SLCTIOHS_d�4 SECTION 7 YM FIN., a°TIUA. e[ w•._ _ ) (W2y ---' SCALE 3/8-1, SCALE ]/e.1" oM,N r 1 •t' . • .; .TR.PN,1I' cVrI Nf.Eu,SnNG a NEW t• WIDE , VARIES . ,/e' E.D. - EDGE DISTANCE J" o• •+. "•" "' m .rwa" SEE SCHEDULE ON = *MICA NUY TUBE OR 1. 1 ( CASE F (PLAN) COSTAL STUCCO/ P1 tV000 PUTC SPACER 1 I SHEETS e k 9) /-U-� - <.C4E .T/tF-'" WOOD MIND \� j J, • NEW 1' BE • %'R 1 Ije-- I NOTE LQR COlfal &LaN OF 3_'I=. µLIP. TUBEOR I' , VMI(S R7 WOOD PEAR SPACER II TOP k BOTTOM MOUNTNNGS CAN BE �10NT' TRACT o X CONMYE ANE,I 6 I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN) I I INSTALLATION SCALE 3/16-1' ' ,SEE SCHEDULE ON � -1 I -Y-, s1EZTs a ,IPIDw1 IOC ' : �--�-.r' Jy RA. %/(!/,.� ...;1 <,,�P� EXISTING POURED ,.,,,,,p W ,,, R r GI '. ✓ fLORIDA BUILDING CODE (High VelocitySur rl cane Zone -WICIM Rc,ot,--.-- CONCRETE OR r wcu ,a- ro E 1>Q ILTIFW,{L 1 I/7' IIU, CONCRETE BLOCK IBA, oe OWNER I- i ,I= IERDO. Mr °I• RaC1 • A •) 3' Mr. REWIRED. IPAo`1 Now Z .• NO 44167 20 GAGE GALVANIZED STEEL STORY PANEL .w: e X SECTION X-X = * t * . - - - ---, --"__ m/2Mox SCALE N X _ 1 GLOBAL PROTECTION PRODUCTS, LLC. ;'�•._ SATE Dr' _- ' IF __ '"'-` I�E C O INC. GR '' - DETAIL FOR SPACERS RE4UIRE211LL. I0�.4E "' -.'• F Rip L F111 . ENoi a coYPMY ANK)�w�s,��Nn 111 IIOM TRAM -ADJACENT TO STUC01-r IUALAi3Q.� .'U,,-. �— WAFTror.)....R1 20-176 A er -. Ar II+Aq{. R AHN -OK (MN)eee-15.3 •' _ S .- <rM n, ,.IA - DIM nI +M twAA c Mf 'N1/1 L R G 0001 9 WALTER, A. TILIAF .r, PL _ YL�-- _.-I----1 f a a I -_' TIN r te7 '- - _ _..-_..__ INSTALLATION -DETAILS FOR_ REGULAR PANE 0) & CtA INTO EXISTING POURED CONCRETE OR CONCRE-TF_-f.LO_CX__$JJW_UIJM ANCWM FOR CONCRETE SEE SCHEDULE ON SHEET 9 - CONCRETE POURED _ FOR WOOD SET SECTIONS ON SIER 12 DR cor+cRRE eLocK OR CON OR ca+cRRE. e,IxK CONCRETE OLO OR CON RETE BLOCK OR CONCRETE e,ocK 3_ MAN 767- r Me.: RE00RED LVP7RT[ ANCKWa IxL eoaAll C. sllrtT h RCOLARFD coMtet7i AK•A]IR (SEE ec„YL&,a ot, SHEET H) ACa°RW Pm; .�o-/f'f- MG,OPs i .�. VrR MERLE ON ow e) '' M,n (MN OVERN -1 WHOLE IMLLLY) e, e. K e16nE wa I con - D,Y � +E -_ •\ 1:1_. ---1 _ E�_. 1 I C_L i - • �I i. .�, ' 1 I I I ED I \ Ei). " I i i' l 5rJ1L I i ail DUX m _, .i Ji.. tY4i��y i... i '• .'v� I ( , I NN+ � 1% ■MIS r, v//r. s sr + �� 1 9 1 1 I I rblC 11,11 /. Mtn I ; II j ' 1°•W w i I III" anw t� ,R 9 Tnw1M.L rP 1 w _ i ^r.RN1I I.n1N� I i b _" • , 1, � a I � I l a , F r (AU 1dRWRt - I w What ND I f; i- Z=, m 1 f1K, Q I '' . 1 P4T Al W 1 I '1 •IE 1 I 1 i p/.•A.2o•,• I SS WAIF W/ , ' 7 mftw.3 a7' ... e - > fMr 1-_.. `-- -..I f(t�7 j,/•••-Ia+' /1 S e.1 eD,S / I � � 17 ! _ _ I� • WI '!^ N W' r J 1 fp1 1' ',/rF-2a,. - 11S e0,T5 W/ IA'r 2/5r• _ - ..1 IOIO"OWC II a- � i J� I J I + { I- u� �' � I I i Itl + k 1 ' IV -yl I — $ ._. ;�. - .- i I J--. I I '') r' ' I I f I I GI I I I 4I.1 -_NIL �L _ ..1- _--.._.-,l OI -� ..� -- , 1 ! ; '�AW1S1°'0 SOX n�i °�-I I I j OF IT, �I SDx _ a. E. n MnE WW ]• Y.. - ]' uA. DLY..t�l ae ® a0 I9W • M. . MAX A - '`� I l I A,y , MAX _ ANCHORS SEE LCON ° - i SHEET 12ET FOP WOW SEE SECTIONS ONRETE T/■RT/7T 1 's °aRMR, E D E D REGULAR STORM PAHEI ('1) R U El EVATION � SRAM • 12 I SCALE J/J2•-T 1 [ _ ' II. - I I 1 I _ z1 1/O MAX. OAP '' I -� I+f.• . L--r-..r� V•% Yn. 1 ,.(.•r-2.3/37 S.S. BOLT IT 2 ,/2 /a7' WPNC MLA s /7 ,/2' O.C. -I_ 1. CONCRETE AMCItlRS , (AWL CAIEie _ .. M =, Ttrx11 E MMLE11 .. _ , - ..... xr_a , t Gp CRTIE MK,gNS VA I.LPFo cow I ANCHORS [SET S -MXT ON "M eEE ° °N /� ,,rrtt,, T/+- Mo. V' r/ STUD (SEE V-HEDVLL ON S.(V .1 NCH1ILLIT O* ,;SECTION A -A (Ty" PUURLD C0W_PVL OR ro♦��u��eL�o. �cowcRrTE°� NA.MI�I NOCN C!'�'OLRED7Y .17C."EL, SCALE 3/32'.1- C6.mn BIDC.K .X"P. RFAtARFD DIRECT WALL. jTING �O�NItNS l � G NK&LLATIQN SECTION 8N SECTION 1.0 SC1 f J/B-I• SCALL 3/6-1• Sc"I 3HAT1ir` , ",,. ... P�'�SCll '' �9�''- FLORIDA BUILDING CODE (High Velocilly Hurricane Zone) E.D. -EDGE DISTANCE ( SEE SCHEDULE ON SHEET 9) bQTLfO8_CQMamAn�0�5Td•1M9N5 Uf BOTTOM MOUNT NGS CAN aF/30211 a COMBINED IN ANY WAY TO SUIT ANY rsmP . W. rR : No 44167 •: 'E 10 CAGE GALVANIZED STEEL STORY PANEL ': * j IT ---- ----- P I S TE i _ �' a r GLOBAL ROTECT ON PRODUCTS, 11C. �"�'•, ,1- IL G C O ING \AM ��' ,3 T �''., r uw er nn INSTALLATION 0�: .,•F ..... ,QIP:J(ITr ,, ,(• ,. Cs / OrN,sS; 1 N°=M. 1T_E- �'I._1 .1`%1:I .R2 Mw A r aoL T1fl M Pr1W¢. Gp.NM 11N. I. (15.HeP-.*D, --- I1r1 ., a rr .TAN, nI. 20- 1 76 LARIN Nc N At' -M /9W1UeE/un III1111111151-' LA_ D00e1'4 w-- _ - - - - AMTCl4 A PU.n N QTE ?IO I.- __-�_.�. �._ 1NI[I f U TL - Ill , W a) r_ CIO O U) OL 0_ e< a) U O U �� V ) L. M cw G Q Z z < J 11 SHEET NO. SH 1.0 WALL AND FLOOR MOUNTING INSTALLATION FOR Dar •actim %~ _ SPLIT PANELS �.: -°"." 40-M 6MAMA•oma3 a__-.__ - "^'•'. / \, 1/••1 � '... MO0wN A�1tr ZZ _ A�pl�) � ��M,pLwwM• -}I g0111m\ ; IMw i '., 2• L _. ® • 1( r',s i °fMMM 1:- I,• ft)w Z a aeon" � __ IT. _.:, r. ry AAP KAwE \ , Tn Lp •... a' s C N `i.• - x • - \ F•A,a SLAG ,110 MN CO. , I - V. ; m d•lo• s.T11 1 1 4 • �' � • 1 1 � .. I DETAIL 1 I M I ST�LpAM • X M� wn j�� � '�i o I.,.. m A., M,ND i "Y , / --� MAfaN' dQ NIYIMf M' M. lY9 S / t . , _ wY•w AYO, P1 N.D�pN4�-R 1� �Mp .. (_. ... � ... - _lIl `.. tyL,�/ • w11Pir Hrpwlw ILIOrN low=" a Ta mitt • W ,•Ow"PM°i'r�; i 1� W�i►P/�f'L�,�ys ,i�rMos� Y� �J *At- I*wltiRlAO r'! �r--r• �1� I. 7 .. ..,1 I I �:`�, w •M C' -' AM., ,NSU socn" 3 ° M \ 7 (TAP to • OMW 01 1/S•� 1• 1 WYIM !NI • MQ 1MLNM M i' 1! % 1 r��rcvs�A7a�Nf�FgON � p wu i_ !T R Y ENATN 9C1LE t/, •,' QKA„k2 KALE , , •, i�"M•LeMA 9ULE ,/a ., I 1 1 NEANal..6 77 / aM raMm oMMWn `. ! r/ 11L a te) MULLION SCHEDlu c M .-�-�IwRttMFMp N•as"ni � q ON • °E•t• -r rr. NVR N••-IrMbAE WMO M[ d yl Row. IN.. MILLION SPAM OTI • REOUWID Ytn. TUBE MULL" a FN �n �• •�1�'VCEN ''•:�� + ' N0.44187 4 ••'r 2'. 3'. I/r > 4•_6' To Y-r 2*. 4'. ,/r > a•-e• 70 r-Err x' . 5'. I/'•. '.4' I > {•-10• ro e•-o• 2'. r , ,/r r ' to 70 .'J0.D� %.5-72.0 4f PMF30lA1E MTMNG 6cuE a/B-,' AM MULL" • CAM ALSO BE SEALED W/O ST00M PAILS ON TOP OilBOTTOM SO THAT I, a LOCATED AT TOP OR wnm OF 0KNR4. LONE PAIL OKMM W/ TUBE TOP a 00110140 INSTALLATION Dump FOR REGULAR PANELS 0 do dA INTO EXISTING WOOD STRUCTURES 1 INs•r 6A•I �•�eA ' i - iP rl,rw• .•w ,oAn _ .' vV r 4 ��//rI,•'i, N°i°'� irp aNaiw /,�/•3�yP�p11RNT{,R�• rNwer w _ •Y.>,,.r w3-n it 7, ti"r+ ie'be �iMM�°N°" �:,.:. - L MIN1,1N ,A,N MPMR. ,. I • - .1 q pNIIW MeeC rfMIN .. ..... °P•3 M I I AL1W Wlc MM P••r"Mu1 1 r ' Wwwi "R r I , r r y wrw •RnD / I, 1 1M i' i '•%,3•t II, 1 � ''. I •F� 1 III q { •,/Y�' 0.G °1�N,MI - li i 1 wsK 7 lIALIL.IQWlAtlG ) � I t NISTALLTION - LLTERNATP/E sW ' r: ,/•• - �' f,1• P M N' AG ry MAIM ��'•• ILMM Y1r q •IY BJL aaN fbta,L �PIUN�PMMq hNWALEATION - ALTERNATPNR 1w WALL: 1/4' . 1- 11 W s,YP• • r .A_ A 11rIrrNO"�IO•F1MN0. MN•M s MI NSTAW TIVE 2)I( ISCALL. I/a• . r NMI 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 ps,I. AND PANEL'S LENGTH UP TO B'-B'. 2. FOR NEW WOOD rRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.35 OR EOUAI_ NOTE FOR OQMBMMTION OF SFC7IDNS: TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. CONOBlL ANOARO Cok,4 [ APIHI MM (sa SCHEMEMaT 14) (SEE !C 0♦11)� - TOLMEO CONCRETEMAIL J -- _ -- -- my= 1iO11CPEtt 1. _ •• T ----- l 1 PAaLwwD \ - I 'i Ily jO= r1P RAT91 I rMe N1 P 10 OA6 � 0To am s�[CR�i��j1! u'91aYIc7. W 1 / ) I 1 .1• M/t,L'.LICTM.ENSSpC°Y@ ',v W /w /r (w' lCS,� I ro • °.C. (eR DFTOLIA ` • �7 1 QC. J) apt SAUL ETL 5 MraA I NP - C2LLAIIR t F7OOR YOIkRN1O WALL A FLOOR MOUNTWO INST I I AMN - ALTERNAME AW OffAEAATIONS AUZRdAnMSW (SECTION AT TOP 4 UMTTED TO +365-67.0 WAX. BCWC 1/4-. T- A.AO. DESIGN PRESSURE RATING) !GALL: ,/a• - t' 7 w""i• • ,i ,°gym )^' f 6 3,r s TAM a.A • w•Ie D-ows MN ELAOR MOUNTNO 1NlrALLATIOM -SECTION uw BFJWL 1/4• - I• AOo CONOBTE AMGtlww: M fotmlAE ON OW 14: �•` Pa. Mom saa: 6¢ 5ECTIGM oI alien ,a 1, ! T W/1 S 'A i Mw III V/15 I I _ ALTERNATE LOCATION p _E O( LIFO NOTE IB PANEL l- k __...__ � R[GI AR � w LOCATION SAFETY A L - J NOTE 1BELCw) t ,�. _..... _.. W/0 RlsutM 7RAON5 (SEE NOTE , caMGIwT[ ANCwRa / 5; i; ;; BELOW) ' LAST MNL l0 BE INSTALLED AS W wE SOT" 51oIM ►NIL OPERAND LWL (M sc+wDLAE ON .• F6gD��y O1 yAB ALIMYS BE PRONOm r/ IRAR tW10ll RIMY 141 mom CO C"m-,, �: (M, CpNpOlpri) TO FACEOiE wsrALLAIIDI r N7pp[p STORM a"•I' IbMCRC1C APNO,WMI -,•'- TO I 0R WOOD" FROM NOW STRUCIVIRE "a � I.) ELEVATION WALL MOUNTING INSTALLATION WALL ANSCALE 3/32'-1• - SECTION 1 r ��"' t i� ,�- sCu.E: a/e• - r -SECTION 2 scNE: a/s' • 1' ,LEER,. oy, 1 NDTII lYl l.f'E •AFT 1t_,S1E�LE-PANE; Mjj)1,gISLAt-AttON� 1. I. UrE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR ULS1 PANEL) - -- OR AS AN INTERIOR PANEL (ANY PANEL. LOCATION N BETWEEN ENO PANELS). 1 �NM11N011 F"ML5 LU. LOCAIM UFE SAM PANELS MAY OR MAY NOT t1E NKTALLEO ADJACENT TO RECIVAR PANELS "� 1 ISA 11" w w MMIML_N.q. _ ter_ )• NF��N�M!/f•/M� ■�BI�M�LI�M�M�MNWK�BI� B6M�W ■ ■CAB rlp)orsw�/1BB)/r (1 INNER r w- (/ oR /o REcIRAR TRApQr.) SAFETY 2. LIFE Y �0R� PANEL CONSISTS OF 0.039' MWLIAZOD STEEL SIORM PANEL AS SECTION B-B PER EF:NEFR . SHEET 2 OF DRAWING WALE 3/32•.11 Ties PANEL ALLOWS nSEUF TO BE RCMOYFD OR INSTALLED FROM THE INSIDE OF STRUCTURE_ 3. BE c AS PEER � 2OFOF THIIS TO OBEMWItX7lwwoNurt ®a BOTTOM TRACK To.0 wwINHNIN/ p: TIL(f j COLIPONptTBE INSTALLED WALL OR FLOOR MOUNTED FOI.IDWING SECTIONS I a V : • p,• ' : oN TH5 ET, AS WELL AS OVAILS I a 2 ON SHEET I.. pEN •. 3�.••'�,Jn "C 4. Asa LD6iTH FOR COMPONENT ®5 IV PAD.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM 5AE GN ON � Try• � vim t1lTMo,• SCHEDULES t L SHIEV 14. _ COMPONENT MAY BE PERMANENT OR REMONABIL - �' 5 SEE OVALS FOR INSTALLATION INTO w00o FRAME WI.DOCS ON SHIV 15, I. SEE SHEET A FOR DETAA APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF 'P�F . Oj{1ii' DUES ONAL AN `0 ' ` E• C 0 N. SPACERS AT TRACKS INSTALLED AM MENT AND BEYOND TO STUCCO/WOOD BANDS. �'wll RM PE a2Al/aN,wnPE/GArt w•,°.I�"'0�t CA-00o67N �i•LLioAA MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "Lot SCHEDULE AND OILY oaR wsoi'?I Aril YMIrAtLATnAR AR Pre a rta.w , TNw, I. OM NMTT1r . a . R1 RIP" ()ELT 11. ) W OI/L1S cows M 1 Na � OOIei601011 •65A, -72p Y-r OP LESS 2 ,/4• ot*MTM I t16N 0 a 7 .wA -11.0 31'-a' TO r-r a- 2 3/4' MIOOLIIO 1 "ft 0 a 7 ♦seD. -72A >a'-r ro Tt'-2' Ya ^2 1/2' • INK, M 6 +USA, -•ta 12'-,• OR MESS a 1/2' • K 01FAl/A7 w A • t ,0 • •a= r/ 1/41-200, Ox. YS a ""0 M NOW 6 N°UPOM a PNML IYALAO ONLY Ft* PINALSMA, GO IN67ALLAt10R AS PER IELTIOM I TWW 7. ON SMUTS A A It 1tAKMN ASV 0[SaM PRESSURE MTPo (0-0 MgWN AAIOAIM WV4M IN EIL . 3 Ilr - APPLICABLE To .SM708 a a WA" PNQ NM coho"TAN I LOAN V (A) a Ttly iAPC0N1 OF 71M-OMi aUl-1, MIIYRE NHMRE • MMOIYO[ R,6 to CNCMTS ow toOaarN o� to Cmmw o +o MNattre o� To owCWN o GLOM r N/A M/A N/A r N/A a AyA /' AVA 1 Stagy) Y r N/A M/A r r r- a• - r r ,, (BOrraAl)� It' N/A R/A tl/A "/A 6• VA 6' TVA VA r "/.R/A 2 ) r "/A %/A N/A _ {' "/A 6" M/A r "/A 2 (wrow) r VA VA VA e' N/} 6• VA r N/A 3 A. • (TON') r-0. OA LESS OR LW r Y N/A N/A a' r o• Y r r 3 (BOTroM) r N/A "/A N/A r N/A Y TVA s' M/A 7(,o,,) r 6'-•+ N/A "/A r IV /' 6' r 6-- 4 t 3 ODtest) VA N/A iP 1/2' 0 1/.' It 1/3• a ,/.• 6 1/,' 6 1/$• 6 ,/.' • 1/.• a ftCP/BDITOM7 M sam 10 A It no Awmm T7PE a wimM to owwouitti /; NA saw mer wA01N0. 1R11601 APL`IAII SPNCRAf AM trN111R1 [OL swANL AL *"AM ON Ties !MOLLS. FOR EA. L&M 1NNN tNBIO11E0 ON STSROA[ Rm110[ MOTOR 0-cm f/ MLLORTPw wmm omw ON BT 116 "LD°w0 FACIMS FOR 1166 COVWMN 70 K PC$ ML AmUOCO SYNCING COW= tests FACTOR •ML NI" K In$ TOM MINIMUM W.CW 00r M IM EACH NCM "K A A1AHww USPA qw 7T10 1/a1 - RrR•• 1/a1 - - w 7r.aMr 1/•1 -- LL'h Ir11 1/41 66Mi -- - 1/a1 saush - - rr r. ilAs-sAs11 3 s s 3 3 +n a •'IIrM,..w OMW.0 0, L - , �3 3 3 1 .n PAW ta.riA IML O.O •..•. 7 --' - am V 6Ba mmmqIIwI1s --- + n -- - $yr 10, . '{/o' LAD -2kw• u. ML 12 1 O. C. RAM I 1 tF rAWAMO I DAM ro IeABEe ON ALL LnDTM Io I r-r Ir. an at"comf t 1 1 I 1 1 I 1 1 - I 1 I I I I ■ 1 r 1 I lot I lot 1 1 1/4- to.. 5/r tow BMf6 OUSHM I W/ 1/4-0-204- iLA NS • a 1/4' Olt FOR PM4 LDO M UP IV 5'-0- ND S I I v.• ac rG11 LtMOn6 uP ro s•-a• M". nA rw[ I OR 11-10 PLUS 0 AR FGwE 0 OR PKO • ,] , 0. C. wlll, , 1r Dow AT ALL LOTH O to TO Mono - fDR ALL LEN6O11 is ro a'-r NAM. OA ::,AT1Gll SCALE 3/6-1• jNSTALL4T10N DETAILS FOR REGULAR PANELs(i) INTO EXISTING WOOD STRUCTURES & dA -. I;. //yy3a��ytR3rRNwq/O� I -A;oTM 1100D 1 I III `i ,' r•T' Na.. • A. 'll /! EO SIR I AI!, � - EZ 1 1 tmP •rA6o, I 1 aux, mum "101� M°g00oTIN� -1 i ALTERNATIVE jW dYESCALE SCJ EE 3/s.t' 3/8.i�l•. M[ ovicat" w "EST 1 PA. Two O n°" i 7 I 1 all EO .1 CIA so lot -i 700' •oOb iE1,1L OURM 4'u(ir� i/ jr °W °°uomR °rwiwMi�aM A ALTERNATIVE 4W 1•..- RAM I • 110aM w 11AA " 9Ul` L1,1.Q ,. Still 3/1-1* 1¢aIAMa I JI ERAHE .nln LAnI un 161lT111 ATIAY NOTE : ONNRTER TRA0 0NOT LOU 1910011 FOR CLARITY NDitffi I. INSTALLATIONS ARE ONLY VALID FOR BWhJXNGS WITH A.SZ.. DESIGN LOADS UP TO +56.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-B- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF OAS OR EQUAL. TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION STUDS OVE RLAP T'D12N1p p •PA [L -Lig 1 10 1 101131) 1/4'' SEE � SEE .MTERIDR PANp. END PANEL -f sCtIIOLRE /1 ®9CIEOLLE 01 L •. w /-._1'-� FOR MAM OR dRECT MOUNT SHA � DETAIL 1 WALE MOUNTING INSTALLATION (APPLE TO SCHEDULE 1 6OML• 3//6• - t• MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f) AND CORRESPONDING MAXIMUM ANCHOR VAUNG SCHEQUILIE AT(A)FOR INSTALLATIONS INTO CONCRETE & WNCRETE BLOCK STRUCTURES SGtlEJbILE !..:..i�1F!_YENL.. mctutrL LdtAN1YY6 TnP A BOftOY w/ ED_ . 3 ]/Z• 1 1 8 ALTERNATE 8 � 1 A,� 3,U06 • EVER'/ OVERLAP17 QQW 0. Cl)G) 110L0 PA3EL 5• MITT. (CASE A) iY 'END {/qp�� (/q�y��- ,/{• S[L Ilr BBE INTITIIOR PANEL PANEL sIM LING SPACING avACIIO sPAaNG DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABLE TO SQHEDU•ILE MAXIMUM SCALE: 3//4' - t' A.S.D. DESIGN PRESSURE RA1nNQ (p.m.f.) AND CORRIESPONDI MAXWUM �(('�� lyNLr PANEL LENGTH "L" SCHEDULE TO GerrnwA t a ] � n FOR 12j a}FFTv WNOMI PANL rNASD. WPM OF TAP-W ONR-w P.40M FEY E O IwMMwt NUSalm PKSS.AMNATWO t toE to wMMPBTt ToTOatcem To to Com To TO GaI ttE !Itclon 0i COMWAYM OF M.1WW PVA41 OWN 'L• OU e' I N/A N/A N/A 6• N/A 6- M/A 5• N/A 1 A 2 ) R55,0. -72.0 9` 7• IF- 9' 9- 9- 9' 9' B' 1` 1 (BOTTOM) r-o* OR LEU rN/A N/A N/A r N/A 6' N/A B' N/A I A 2 OOP) +55.0 -72.0 9' S' 9' B' 9• 7 1/2' It"9' 9' 9" 1 (BOTTOM) +59,0 -72.0 6` ry/A N/A N/A 6' N/A 6' N/A 6' N/A 1 a 7 (TOP) SCHM"E1L ®W/ �n�.�1*.. amI7eNR..nLQWQM *, LD. . 3 1 MAXIMUM ADD. PROMRIE AV= ,.N, I MW 0 WM. MU RP IFkWO60 OPAL MW k r IM DORY W a A" APPLICABLE 10 SECTIONS k CdABI 7IO MADMUM PANEEL1,, lLT1G711 1' (IL) - - OF INDIA .49.2 -613 y 3' • T 2• 4 1 2' 2 (BOTTOM) 7'-6' OR LESS +52.0 -64.0 3• 3' e - A. 2 (OMTOY) 7•-6. OR LESS +5&0 -72.0 2 1/3' i 2 1/2• 4• 3 1/2, 2 (BOTTOM) r-e* OR LESS +55.0 -12.0 2 1/2' 2 1/2• N/A N/A 2 (BQIIDM) 7•-6. 10 W-Cr +55.0 -72.0 NIA NIA 3' 3' 2 (WTTOM) 7'-0' To 6.-r F'F3P ' JOIN k No. 44167 * i IS AMa{N AAL DOM1 rw Awn(R1jAwM Mi RCRa,w -TORS w a em" ,6Aa -T26 V-r 1 2 3/r Iueawo SEE sm to FOR ABC/NIIw Two a IPAC/D me VWA* 7Ow sm MOOD PRAM[ "&, a mmmm ANCHOR ► eam NA %OMN mL awymn Atw 00"" 0" *0 1010k 1. rOM ED. MY um nOrJ1110 IN smm u Rm m OK)-= mom M MI&. WFCM MOD" ON SCHEME Br THE FOLLOWING FAOM. IM TINT OPERATION TO BE POSRBLL "OPU so SP/Ow O TAIm U00 FACTOR MALL NOT IE Joe "" MMMUM VMLCM • mma FOR HILT" FMCwo f" M 00CAAR6 mm 111OY11 _LICIT 1/a1 I/a1 V4"' "'• --IN MRIM wom OA4 3 3 2 ,/. •grp„Ip O.) i 3 3 3 3 •Arty •iA OA) -JT- ] a !n - 3411 Am M fm OWN now in r ,m Imo M J I - m Ds MAXIMUM A.S.D. DESIGN PRESSURE RATING (n�) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n t & INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES NACU ONLY FOR IAAIAELS lnk is UINDALLAITONS AS PER SWTVA t TNRU 10. ON SME7S 4. 5 A 6) MAXI" MaB OCM FOR I0. - 3 t/r •- A4 Ces" N _-.- TACOM Cr TAP GM CAUi-NI PA/ILAMTE tOYLI 111 IAtOMAR PLUS SOLD SET ANMGyIE TO mum�; PRE Mlles TO OOMMEt[ lO CONCRETE BLOCK TO cOCREW ro CoNCR[TE ■ OC" to CONCOM TO CONCRETE IDOL TO co4cwTE To CONCRETE BLOCM TO COMMIT ro CCrc2R[7[ oLOLR TO CONCRETE ToN, CONCRETE KOOL CO �"OMM Or THEM ENGTH 6` N/A N/A N/A 6• N/A r N/A 0• I N/A N/A N/A 1 (lOP) 6 4' M/A N/A 6' ' 0• 6' 6' S• 0' N/A N/A I (BOTTOM) 0- N/A N/A N/A 6" N/A 6• N/A e• N/A N/A N/A 2 (TOP) e' N/A N/A N/A - e'- N/A S• N/A e'- N/A M/A M/A 2 (BOTTOM) t55-% -72.0 6' WA N/A N/A r N/A r -N/A e• N/A N/A ..-.N/A N/A - 3 A 4 (TOP) >r-5• TO 6•-6• OR LE73 6' 4- N/A _ N/A 1. _ .-_-._ ._ r e' e' .0• -. N/A 3 (BOTTOM) a• N/A N/A N/A 6` -- -N/A 6• N/A 6• N/A N/A M/A 7 (lop) 6• 4' N/A N/A 6' s' e' 6. 6• 6• N/A N/A 4 At 7 (BOTTOM) N/A N/A 12 1/2• a 1/4• 12 1/2' 6 1/4' 6 1/a• 6 1/4• 6 1/4' a 1 4 N/A N/A 5 (TOP/60TTOM) 80.0, -53.3 M/A N/A 12 1/2- 5 1/4• 12 '/2• a 1/a• 6 1/4- 6 1/A' 6 1/4• 6 1/4- N/A N/A 6 (TOP/BOITOM) '-A' TO 11'--2• 55A. -72.0 N/A N/A 6 1/4• N/A 6 1/4• N/A 6 1/a' 6 1/4' 6 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) e'-e• TO 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A a I/4` 6 1/a' 6 1/4• 6 1/4• 6, 9. 10 (TOP) 43-e. -a60 6' a N/A N/A N/A N/A N/A N/A NN/A /A�_ 6- a 1/4' 6 1//• 6 (BOTTOM) 12'-A• OR r a• N/A N/A N/A N/A N/A N/A 6' 6' 6 1/4' 6 1/4• 9 (BOTTOM) LESS N/A N/A N/A N/A N/A N/A 6 1/a• 6 1/4' 6 1/4' 0 1/4' 10 (BOTTOM) at BAITS 1% II AND 12 FOR ANCHORS 111E At VACM FOR NSTALATAM WW MM FRAME OLOAM MOM" ANCHOR NIACNW AMC MINIMUM QDE 061AICE AK GOICIP2o O" THIS {o,mlAE- FOR C.O. LESS THAN M"TM ON SCHEME PLOU [ ANCHOR W CN° BT MULIft ,A SPACING SM M ON 30EMAE BT THE rOUSE04 FACTpM, FOR TM[ OPEMTNMI TO BE POgtL RmUCED SPACING Ot1AIlE0 USM 1CMR SAW. KV BE LASS THAN MINIMUM BNICSA MOCATO FOR EACH ANCHOR TYPE At ANowft 1.1011110. $Mom 111t .._1ni UFOA 1/4'• or TIP-W 1/411 l -Ftwi1 O 1/4'. AMQLANLIE no 1/1'P OWf-,1 1/11 ROD-N<I W. AND= 8*00 0.J 3 3 1 3 3 ,/1 1 sa Mtl Liwm aMr W 3 a a 1/3 3 ,/S N 3 1n =A LLP K mmm IIA07011 .>6 s r- In, _ _ t00 INSTALLATION DETAILS FOR REGULAR PANELS 1 a SA INTO EXISTING WOOD STRUCTURES r h "iE a -Oc. It PLUG --•.,,. Ih10 pAARwTE PLUS f'6101a`0'Dr 17 .cB / _ POI.TM/ TtMKANI COO A710N TO w000 VIE�pE� Ex6IPIC WOOD HEADER /0 E76TINa IYDQD NCADER fN',pUNPED " II i, I. A I 1' L�n I' I � { M, �Ry,1�• .( 1 mw ow IIEA,DCR 2 (hIII c • MOOD HEADER: J• ' 0 • m ; 3 sEc 1oeDLLc aN � � IQ rAsau3 a MILL B _ •M¢r a rO° N' wAef to Two OL R�10M t . RIM} PAPAL IENORI NA.. PANEL LENDM (sFF NODE 1) 3°In' 42 1j (SEE NOTE t) N1N•+30n• u f tNrT o.ORY OF t O • I NtMWfu1M I cc AOOO MEro I r ! j _ N 7hy/a}• I I, • I Y I'II "~• 11R SQEOl61 ON NOR 10."Y2TxtFwRATO" M DNA" M•( PMNDL LMM, U.�D1�at� (SEC MITR 1) 1M• q IIrt l- -- r j on i I as Aas. •/ 1 �D. R yr oe alocr A. 1 ._ ' i 1 1 oPi1N[iwWdlOMi • REotion ..; T M71 r/1 1/2' atalRRta MOOR 01 PLATE n RE NR : y li. 6 CLS AowED j P�TL ; TAN. TNMLYa6o 2 aa' W000 oL7tTE 2.4• WOOD ► _ 2'.e N000, SORM YIOWIOIN OR 001 APtATE MD C 1M/ 1 t/PfNL,i•MI�gM 1 -- AATaKANIMU�ND OF PLATE SCALE 3/8-1' iCALF 3/6.1' ACME 3/0-1 ImIElE 1. INSTALLATIONS FOR ALTERNATIVES 6W, 9W a TOW ONLY VALID FOR 1001"N PANELS tE WITH HN A.S.D. .DESIGN LOADS UP TO +43.9, -46.0 p.J. AND P p• T14j/T 2. FOR NEW WOOD FRAME CONSTRUCIION: WOOD MEMBERS TO BE SOUTHER" P�' PENS • N/� PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. Si`r'J F FLARNOA BUILDING CODE NI h Velocity P No. 41 t7010 a'W0'+c 20 GAGE WLVANZED STEEL STORY PANEL Yn1T FOR QQ611111,011061 OF SKCIIONS; W, : • * 70P&DMATMOSCAN COMBINED WAY SUIT ANY ado'Oz� O-ROTC1t1ON pP�ROD$ L�/ INSTALLATION. F� INSTALLATION DETAILS I/.•• IRO scam • r Qc w/ FOR OPTION j 1 FOR INTO WOOD LIFE SAFETY STORM PANEL STRUCTURES SYSTEM i III I , Mn "Miu m PORiM,gM ' ro �+wo ram 1LTARR EXISTING - ki • 1. III I EO ;li - I � OI1 ��+J1t I. E N HOOD ,TAMED R0%NwO -�'•' I '.�` ' Sol .= wo • 17 % ,D.G. � I I ALTERNATIVE 1 ALTERNATIVE 2 A, a1I P 7 , OG WT. ,/,•I I QJ.' .6 1 as "'AM" ON top Mr '• ICN I 1) MY CLASS OR COI4-- EQ 6SAI TNArt • - I I'� . - w,Rgm�. Att R[0111Pm I .. { 1 l 11 ;1 B aw ALTERNATIVE 3 ALTERNATIVE-4 rM AAA 111I' yp tin 1TMREAOm°�BPOw MirION�M / 1 //2• LDw Mass MIMaMG e/ ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS Pwn An rLw`:7°o oa PrAIQwtt ALUM a r os r t 1/2• tM. so%A A/o• •. 1- ALMWwrAom PawTMOON ro roCD MANiT[o Te Lws NO MAW "A 00" WALL MOUNTING INSTALLATION "NATIVE t •• = NO• 7 rLowcIA BUILDING CODE (High Voloctly Nurrlean• Zone 3 . °1- 20 GAGE MVANRED STEEL STORY PANEL AML * E 0C - - ---- - oAeM Bn 1. OCALA71°ILS ARE OILY VND FOR SLNDIISS WIN AS:D. OtSON lows UP to .aa,a, -".a PM PAD PNwLY Lamorw to To B'-r. Igq.M �' f 0 - ti '{Q�.,•. A).• TTcOINe. n/N/»2e PROTECTION PRODUCTS LLC. P M1C 7 FOR N[1r wo00 FPICI C DEW"ToN AO 0 MOLOq 10 BE SOUTHERN PPE M•. P. r/ SPEorC a[M•t7 OR 08a OR [DIAL -y (C �i �-//���- N sS�' "'ti.� N00 sW. e1 MIRY R iat1. �AAANNII t1U1Ne Ir r n ,p 'N°aN. L1, ,N,Y1M mlw? t••t - 'IAA: (N.M11AMMA CAN" OWMPMe NM PE. sS/A/aWMTNt/bNt CA-000/71W20-176 A TRIn k- ►[. ow Is or a •6.•P N N L _ O� N U N CD�- O c ca -v CL N O 0^' O O c-0u- O W 3 E O co An Cn -0 CD1- O 111- -0O .� ///�/'�� VJ 411073 !V a3 cm O Lai L1! c� o EO C..) N mac Z3 � � a 1C C? r. C'V O A dr .. ]G e u. 3 3 i O1 U d C .T w c E sa O CA_ u 4? W --� cn MMMIMw cu O U) CL CDCIIIIIIIIRIIIRI� U CFO p L- cu LLI Q Z Z Q J a. SHEET NO. SH 101 - ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 a 20) - ,' MAX. 3A/17. AA/17, SA/10. U/17 44v 7. 58/15, 3' NAPE I' MIN SAW/T9, HAW/19 k YW/20 7eW/19 a WN/20 I' MIN. - - - __ _ ..�__w""""1 .. - O O O O O O d __ _.._.. _.._ ___ -_.... 1.._,._I ____ .._r�- - 1. 1 : I 1 1^ 1 "A I. U sT I P vT su.•T;wY I,— 9 AVJUMI w«u Da®i _. - PFIANM OM 11m1 I I _ _ _.--.... T __ _... _ ll Ka jj I �`LJA •r I 'IQ.. BOL,s w° /11 , ,/SY 1 „Q'.l -- `ii' . N� .�m xt I i LNUIUr 5" ' LEFAIxN e m SVM 1 ��'��.T1 'l) NO,C,4i ATSTUD . .._ ....- _-.'- _. }'�{ 6• I.,)r./ PAID BOTTOM Cora 9 I ,� I. O.Y..®n} T....._`- • -- MK Ile a IAr M Ra INg h 4e/. ee/, X -WI7, 4A/17. Wis. W3AA'j.4PAW/T9, 7AW/19 A BAW/20 EXTIER 019, te/I9 It nw/201•MIN 7• MIN - ANCHORS (SEE SECTi ON SHEETS 17, IS. 15 k 20) - --- -. - Q,PTJQIJ_ 12,_ fQR, LIFE SAFETY STORM PANELL I ELEYA�IQ� /� �- SCALE 3/16'-t• I/.-wix. 4O ,,I1 {OBIT Ai , - �o �'•' �� DAR 114Nw ANOM. Y..n (' jOFE SWCD, ((1:\/ i...w,• .Fxx.e. ,. ...:..w wIa .,.ss....=...... AM .....N.r.,1.. _,,.... A.w.. ... ......._.... -- �45'""" DTpN- EXTERIOR L SECTION A -A SCA.r J/,6'-I- MyXIMUM A.S.D. DESIGN PRESSURE NGNN �a RATIF f. AND CQ}3I2�SPONpING MAXIM_IYI... P NA EL LENGTH -� SCHEDULE MAXIMUM A.S.O. MOPE. PANEL LENGTH DESIGN PRESSURE L (Tt.) MINIMUM SEPARATION PANEL. RATING (p,5./.) (SEE SECTIONS) TO GLASS CONDITION 455.0, -72.0 _ W-g" - 2 3/4` UNBOLTED .i MAX. PANEL LENGTH -MOLE (SEE SCHEDULE) FLORIDA BUILDING CODE (High VCIocOy Hue lean. Zone Ran N .Iw 20 GAGE GALVANIZED STEEL STORM PANEL I° ------------ ---- ---___ __ GLOBAL PROTECTION PRODUCTS. LLC. 11 -- 0 w L E�C►• E9Et .407 S9 31 5Dw 1 "" 2 1 ". .n 9 A VNOINEEb,.9 CO4PAM' 20-176 IAA N,IaR Rene n M1OR iri'Fin1.--IA1e _ - TILL m- ,NDAW (w.We _`14i FM (95.)II9-e14, 0AAF4a N. Frra• w CA-090°7t9 - - - f.Ir[I Tf M 19 -11" A nLLn A PA Nt IKTALLAII.ON___DEIAILS FOR OPIIQN �jj2 FOR LIFE_SQFETY STOgId_'.MEL SYSTEM INTO_.. EXISTING .__.WWOOD _STRUCTURES .Ir .. ... , h i_.- ..__ I ._._ I,�I' r" _. .-.._, 1 1'--.. -... j W1100 1OtN1FR NI.YJtY nCAOFA w000 NEep(R WOOD ,WADFN - ' RCOUINCD - _ 1 RFOJW[0 i PWOURED I II FrEauunD T 1/1I TAPCON O O O.C. -{II �I f W MA I 1 1 rN T' PfM 0 // E '� . 1 1 /4 TAPCON Y 6 ac T� / 1 1 ' 1 iN W 4N [[' / 7 RIAP fD 1/1 • TAPCOM 0 6 O.0 i 1 N T W1 W / 2 HRFADEO �1 I/4I TAPCON e 9 O.f. W 1 'YIN H 1 THREADED ADE 2 [ D I A PfNE1RA non 1 w00D I'�, I P N N Al L •IRA o rg0a I I " N A P[{N[TRATK, w000 RA AT n PENETRATION r7o HEADER jj .a� HUDfR I !' 11U1W.11 H(AOEP 1 ) i , I �) ' ! 1 1/2- )+/+• `` 11/4' I - '/7- , I/•• ,/2' I/.- A MP.. 40. 4 .. 0fI� (b' {-- i-- I i___1 [I CCover. f --f ._ T . ITOIN T I CON,. TRINE. L__ _ _. I I iTm L.J u ^E1I (J•! `.V EXISIIK: AAn serwtloA -� D clws5-- FWSi111D Mn. 1ARA1p1 I I ro u cT 1' M. GLASS Isn' PaNti I 1' 4r+- lsn ]AWARE - PANEL LENGTH I . - ,4t 1 .I, me. � PANE[ UFAI . RI([T 1.1 '1' .... 1 ( sit' won 1 Rnnw Mr PANEL LS.NGn1 �� Y'•» (SEE NOTE 14ELOW) PANT, uNCnI '-�„ R pip [5LE NOTE I MI LOW) W�SNO RLn{O' (X[ NOf( BEI OW) D�PID 0T11 e- _.. b 1/. -2041' I I + I-]'AAI� . I/4'F2p11,-... �•; I S.S. LAS W -. I 1 S.S. MS N ff I MIND NUT - RTNO Illn r r `L, t I I ', :rT { TAPCON �, ,_ 1 i I I.�. "' {{ ) I M« MRTA)ED PENETRATION AT ~-�'- - '--''-- _�I I I I I I I i ��Jp 0- f.: HINT YIDN,o7H OF PIAi[ f"E} {ram®L i `-A' �! bT3N[. I 'T I / ,,1 6- I�'j' -- "I I I - IL'D 4 .AI - I' E,- ., ICJ w-. ,, I._ �. i ..) - . EO : .. ._ _..._. I 1 fD. 1. -. _. _ F ': ll' :, ,.I .... 4- ", r -, r LON I ^^'T CUNT -��___. V ! � 4 S M 4 4 70 1 i S. N 7 � WING N S ru ST G UT 4 / 4Y- Ye. Mt. w/ '7A6 R N 3/32 NUT 1, 7o • 3/37 WING 1 .3 WA3HEA • 12 I/7' OC �. I" � e•a3 RMQ Nut WASHER (BE1ON0) 12' WAS/IEY(• 12 1/2' OC I 1: 4'9 1AFDaN • 9' 0 C I' III �I NUT WASHER (OEa-On0) I f-T 1/4'r 7Af+CO. a 6' O.[ t -_-1/:0 TAMON A Y O.C. W/ / ' � �STAI70ERFD MI STUDJ ! (9tAT1G[RED W/ STUD) ' ' , P{ITRATIDN Al YIDWIDiH i I wr/, 1//7' WN THREADED L. AT I' 1.- R/T 1/Y AN erimx P PENflW41p11 Al n, O• PU1E If4IE9A A AAANFDTH O PLATE 41Dwlu OF PLATE - 11. j�� NIA., .REOUI WOO Q "LATE' 2 1' W00D PLAT[ . •' .• •000 PEAR hf Wi [II(I hILOVIREO b(tLLL MOUNTING INSTALLATION WALL MOUNTak-HaIALLATICIN WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNAWE 7AW O REGULAR PANEL ALTERNATIVE 78W ALTERNATIVE BAW �ERNATIVE 8) j( SCALE 3/8_-,' 2-LIFE SAFETY PANEL O G l AR P NEL O LIFE SAFETY PANEL A E ];a -: SCALE 3/6'-I' SCALE 3/8•-,' ,. AOHr.4N,Fl ..,a�P 0" TIE(/T� holm ,y. �,.� •'•.9 �Si ,�N�ENSF jr63'. ' �' FLORIDA BUILDING CODE (High Velocity Hue icons Zone I INFO LAIIONS MIL DNLV VALID FOR SUILUwGS TWIN ASD. UP TO .5S.5. -72A PSF AND PANCt S LENGTH UP TO e•-8' 2 FOR TRW f,0 T NEW W000 C CONSTRUCTION WONT MEMBERS 0 DESIGN LOADS SWIMERN OR SOU E - " N0 :* • ''. _ r ,PRIG MRCO. 4A: 20 GAGE GALVANIZED _-.__-. FF STE L STORY PAN L E E DN.N n -. - _ --- NNE 0 7. w/ sv{cPK DENSITY of 0.55 DR to" t * - '• . o'/}°n GLOBAL PROTECTION PRODUCTS. LLC. •.,-• INC. 4.Oo SR, 51 ,, /.` , n �t1SID ,. itlwnr - FA._ a cMblii'ciMNo w-ONFAP. FAA, 4 r�'eR.Imlwn. M.M naNE E•0.14n-TIw. rNc (FS,)w a»7 20-176 r. P,%, „SIT -I'1jilI1G1 P IA... I�Nn".Iti'- Me IF - °R ..A MAA4c tN 11IR•\ L SfA✓51aAitXN/PME RNrNA A,A.. PE N 1r- N14 - 51�, IA r 36 COMP RENTS FQ SERIES 2000 & 1000 E-Z NANG_STORM PANELS (SCALE I/2-1') • . _._ .13e1 - - 15.196' (TOTAL WIDTH) _ .- 2260--II--2.591'- "I _. 12.500 (ETIFI)CTNE WODTHJ -- I 11 I IT--2.250'- 4,,J" -0 I/ - 1 - 13S0' - . - 1 3'.O' - - 1150 - �� 5p11' I I T - Tim /J �„_,--I_,_.-� i 'T75' jI 2.SW' 075- r- / /r'rA.�..-., , a.*. tP. 122,/. -To IL 2 500' `� :.Mw- 1/ Mw n1KK `A,I HEMMED r I (�T� 2.s57• //f o ose' . �/,'// r.'J ruN AMAZED .n'n - 15 1+4- ., 2.000' '.r F. . TIP. ASIY A_BS] "AS. R \ 1 I'L,, -2 HEMMED +� ,.,. R9YUN DETAIL GRADE 50 M Al_j 3-EDGE , 6G1. ` _gLTML A 40 W � �7$ R.7 •P •--T .SAD'---' 1 '_ 1.3,0' 1 ! . , ---2.470"J _- - w O �It 2AYELt�IIM P NEL E -'2.470' �2) SF ERA_ SED_h" TBAGK O3 REVERSED "U" TEACK 'j" . PANfI'S END to !' W/ HOIMED EDGE -. - , // I -� .750• r_ _ -m14 i.,.1 �/' e.n0r ets `D 250- -`�- • - Ie=7 - - �`' ISOMETRIC VIEW DETAIL A zOGD' : xAI ROUNDED CORNER a ENDS OF PANEL'S 1 ,25' END UP W/ HEMMED EDGE. , .750' (N. T.S) .. -. , I ( 1 - --__ IZ5• I iso, '--2,000"- --J. RAP) - 5- MR. - O N L.-..IBAGK (�D eANEL_IiVQES (�)2"'W(Max.) ALUM. ANGLE I 1/a WIDE -II I 125W61-Tfi Alum. ALLOY 1 1,_ .111. I41 1114/ i A:. No, "i in 760" OSr (ITN.) 3�P?,.'`\CEN w Se •'.1 P ,DER. T : NO. 44167 I _ _ _=---.2I t I Ft; FLORIDA BUILDING CODE (High Velocity Hurricon9 Zon• i 1 1 A..,. 75D'._...... W K)n mnw IRE IP 3' MD.. i{'�:, TOTE OF__ . 41: _ 20 GAGE GALVANIZED STEEL STORM PANEL _ I, ""'11 GRID - _- , GLOBAL PROTECTION PRODUCTS, LLC. 07n9nW0 O ox.) ALUM. ANGLE © STOP BAR_ " S/ NAL� �IL C. LE9c wn P ,y .. xw- 51 seem '.,r'I 11FHMENI I I+' •C= TEYTMO` N0 -,A- DIVE. n. =I. II" LONG "RONO m A.ee,L n HIM AMOIrC (MMI 73.3 TAX. (IM)Re1-9»T 2A-17fi 6063-T5 Alum. ALLOY A. Ii b.-1_, ti , TI.M .n- , _ ..` ii'. ter- uRAwx10 W CA-,ROff"t R7. YN/9 .N ,'OAT[ WALiER A 11LLR Jr. PE ee Au14­17-_- _ _-,__ _ - M I zi IM H - -- - -_ __. ---- --____1­___.._­ MIA-LL-ATION_.DEL ILS _ .---------.__.__'_ ____ ., OR--Q ION ,02 FOR LIFE ______1.__­. __ ---- SAFETY STORM P�NFH�_SYSTEt� --------] t INTO _,E.. G POURED CONCRETE _QR CONCRETE BLOCK STRU�jI �.�S I, 4* DOCON ANCIN]RS - I/1, tAPCON ANCHORS I,-: TAPCON ANCHORS 1 I,TAPCON AF.CHORS .c, a 9' cc a - D.C. 9 i 9. O.C. O 0' cc POURED CONCRETi_ '�• POURED CONCREIE 11 POURED CONCRETE POURED CONCAnt OR CONCRETE C1= OR COMCRCiC BLOCK IM01AIao .L `. OR CONCRETE BLOCK REOUWED 1 I'E' - OR CONC11EtE-.RLIJCRREQUP4D BLACK REQUIRED- y E .):a :.� II/+' 11/4, 11, ,/.' i 1It„"C . _.. I MR` ETA E. E.O- rn• (3f f. J I l t I .]� I (y OM CONE �,. "� TORM,p, R y fi) _ ' r•, .UWe. a7m LFa - 3 1.�. BIRO tW[ �Y 1 w1M I� 1,a,1 vCn FT /- I Ab10A1 _ ("" ApRq{L ON , - 1- taFlN Le I AM +1M eRI 1a 1 RKP m I ) I CX1517NC_i � GLASS Mr i1Tr EXISTING_.) 41K55 ��,y1I I Bl GLASS r q EX19711EC 1 � _.1 "7 A 1 y Nd ❑ ll'i 1 I CLASS I Ir''f}jj R f ...`:.. B' 1 • ` U C AP! 1' i RF W /e"F r ]F YAP 1M e '... 9 I C: _ -.I r'i I .' /• ae. ' sT ] MAIAUT . ' f ,,, ' I rJ ih I. I I 'I . -_. T"- 7 -i I i +I I I I � I "-.T. f !I I (� I T 7 '' V I ; (,- . . a f0 I � - ct, 't, I 1, E0 I ED• ED+ I _ = )W C r{_ 1 L - - ! E :7 J. I 1/2'� /; _-_-I'll ..R'er3/32' '_ t/tY-203/.Y.S. N.5 W/ 1. !. 1//"s-20rJ/A'S,S, N.S. W/ T- T' \� E ' 7/ WING NUT WASHER 1/9•R.S/37' WING NUT WASHER a 12 1/2. 0 C (41V ,-7J6'A . 3/12' WING NUi �,, 7 • NUT eY .15/!7' DUNG I (BEYOND) G:u^, WASHER O 12 1/2' D.C. c6n1. IRA9KR (BEYONo> I 4• 'IMCON ANCHORS _ 1(4' TAPFgN ANCHORS - 1/4' TAP'ON ANCHORS F/: 7APL:OY �1 - I 41 1/2' O G (STAGGERED W/ STUD) OA 4 1/2" O.0 (STAGGERED W/ STUD) 4 1/2' O C 7WCHORS a 4 1/2' O.0 . POURED CONCRETE I PORED CONCRETE POURED CONCRETE I'COKO CONCRETE (A CONCRETE BILICN OR CONCRETE BLOC. OR CONCRETE BLOCK IROr:. REOUIRED WALL M OUNIlNG INSTALLATION RFOURFO WALL MOUNTING INSTALLATION REOURFO MOUNTING INSTALLATION RREO'jIpOIEIYL'REfE SECTION 3A SECTION Ili SAIL SECTION �Ir MOUN13NO INSTALLATION 4A SECTION 4B 9REGULAR PANEL 9 LIFE SAFELY PANEL SCALE 1 6'.1" / SCALf 1/B'.' " SCALE S/e'-," SCALE :/0'-,' /.'. I �M,vNYT 19na,N�.utuN§ 10 rOm� W ANCHOR TYPE MPcala,Llti "" P. TILI�r r'•a i FRAMEw ) MANIO u MAU" VACel" NOD Me1wUu ,.�;.... ] I`-(M-ItMIN.IM.) ] •,Ap .- �,, •'''CGNS,, ••• ` --.I c 9EDGE WAKE ARE wUIMTED ON ING HEDW FOR ED. LESS TOM 01W.An ON O.un P.P-I ',.,l, �.a,ry,j -� - A"', �J iLORIDA BUILDING CODE (Hi tl V9locif HurrPCon• ZoneSCICOIAr i '4000[ G ANION, ON S6 U) 1RATIPL,•M DUCE CHOOR o.l x11le, OY D4 FOLLOWING FACIORS FOR T«4 ��i AOellt 6L 0wW q('RI ND. 416 = : * I - mo -co-.Nt2U GALL GALVANIZED STEEL STORM PANEL' 1 Fv DRAFT, IN.. I (OPERATION TO Ex PM111U, INTUCED SPACNC OBTAINED UPC FACTOR TM11 NOT OK"IED_ THAN MW*Am I '/' m__ _.._ E ,Ir - :i * : - } 4'.. ST TIE Or'Eye"" - /--_----_-._.._.�. 1\ GLOBAL PROTECTION PRODUCT'S, ' O LLC. 01�/an"A wn 1 FW FKH ANCH RI TIM ON 1 � NEDDULE ,• III ] In' :'9OF, FL �Tp'� �_,.� M ryr. ` t -• " -NI . ��II`___._,._.-_ FMt. � N°0 t,W a1 Smv t1LLR TESMO A [N°-ilO�EiUMG GOMANY -_ 1L JJ]ts Arrw PfIaK: (9e41NW-YS.S. rAx: (FSgMa-nW1 ANNM,. 21M N1746a NA IF A'11111 11oolt�,F. FXAL/w.1,04/Mn LMfi o�',u�o .. I1H1Hj (�u1..; -ne" A rD0e71' .j. "^ _ IT _ • 'E. -___ M. I', a 0e KVUR M __ INTALLA.T_!QNDETAILS FQR OPTION,_ #2 FOR LIFE SAFEIY SSTORM__PAffA SY-UEM I4TQ EXISTLQ__W RUOTU_RU k I II [� - 1}I ... _.,.,_ �i ""y} �;rtMr� I "' , 4'9 W , 1/ PLTNETIEAnDM HEADER i ' 0. . A, Ulf V 6 C YI TIP /2 « EARED AT W0p0 I I14' it". ( -_- ,- - _ i... �'I !� �r Otrt C, I I CID j MI` 1RPMAlXN1 ro . .. , VVSs PANEL LENGTH E%ISIeW oN MITn ,Iq i (SEE NOT[ I BELOW) tA59 G .._.. ;� I" ;"yt.. O I I --ASV T---1 i "_-'_-� iC - - � I I I 1.0 A1 ­­_ 1 I 2-0- WOOD. PLATE 7/6'0 A 3/32- MOM NUT REOUINFD WASHER O 6 ,/4' O.0 ;FIT -I© PANEIA!, Pi.{+$ • 6 1/A' OC W/f 1/0' MIN. THREADED D NfTROCR, AT MIDWIDTH 01PLAAIT � WALL MOUNTING INSTALLATION ALJE YE. _$Aw ANEL SCALE 3/6'.1•, IIL= I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS,O DESIGN LOADS UP TO 455.5, -72.0 PSF AND PANEL's LENGTH UP 70 V-0'. 2- FOR NEW it FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 055 OR FOWL. �,�EA A. F(LLji✓ - ty�P..',�yCENSE •.9 No 44167 `- IV t . I'-'- ---'E +/4•F TAPCON o 61 D.C. _ /1 1/2- MIN. THREADED I,.. PENETRATION AT WOOD I FADER �''TI�"�`�'I� 4_ /2- /4- { f I MCA -_ - F I 2 WOOD HEADER Min REQUIRED- ­L__- \(�5�7 L.-. LrJN I Mn. IY9Mwnnn It GRAY, . t is SOMITIULT I T IXISTRNG DO,situ ,e T IX.A55 I 1' MAI. hl . , -!� PANEL LENGTH SEE NOTE , BELOW i i S,s� M.S. w "... ' 7/B•e . JA2- � .. WWG nur �I 4 I , *4 I _ t 1 F I (3 EE E6' 0. 2'.4' WOOD PLATE 7/8'e . 3/32' WING NUT REOUIPED WASHER • (ETEYOND) MIN. TNREAOCD PEYklRAT1pN Al .."T. OE PUT, i WALL MOUNTING INSTALLATION Q ALTERNATIVE 8B11 W LIFE sAFi:iY_PANEL SCALE 3/8-I FLORIDA BUILDING CODE (Nigh Vel"Ify HUY Icon. Zon moTR rnnxD. INC .20 GACGA GALVANIZED STEEL STORM PA NEL Fro s .'yOrAWn M /_- GLOBAL PROTECTION PRODUCTS, C. ° °' NIL ��0- 'wWRam'... _11Z.,: 1INffiIn.Ae4-IO., FA.. IwpM!-41R, 20-176 - .. .." I.Y1 a.r ..NNNR I .p DRAWA.0 NC 3'/24 (sea NOT( 7 www) 4 W/ OR W/o ® • ® (Sa NOTE x R "W) 2724 1' 24 ► a 5 Pq jl..I' SAS T /24 4 /24 (LEE NOtt J m1R 3 Nor % ( • iALlr t�S' SL'NMKTL4 OMOM R4iT 0; IiRWWOOD SCR(W -Y-, !' M_A _,-, FTrt _ _._-_-.�_`_.-.-� SOIfbISE ON SPITE, a - 7 I• MN. O I IMY XE SReRONS ON SWEET M . I rt 2 - w''' _... .......,. _._..,.�.,_.. 61W _-�-._ - USN Of • 9 I00 - a I IIII rLlnl Tr1-1. 1 I !.� � � 1Ili � _ i �l s I_ _, , I _. T , r_., , _r. T pWATRMFEE) y (9FIa1011 FNM6i (9BEIEIOR PMty (MOIWR RAN6ti 60 % i' �r PAIlFA) (ROEANIR PANEL) f RIMNEE)T1 11O k 'L' T .1�" T1 _t.r " -•,• _ -r*,••T A-rs•-�µ��.�J�r 'SAL 101E L L I PROW I I ` `BEE NOTE A BOIAM SU' 2 3. A BELOM 4 i (' I I + 1 T 1 T T T ,f II T A� ( 11 9 ; I 1 ATLID-}04L1' 1.E,S W/ , 4 Y6/ "/'/IINGlkt13 / 11IJ-5- /�132�'jWYOMV(5 [ - I .jfj.4I.• t-�- 1_�...�• �, .. _ Y� _ � . .1 . _.._1 L,ffiPi 40 .+ ,.ITT., t r I�� }_l 4 •L� y1111 Ij Tjiff­�WT F_.�..,. r. 9_7=:___ 1 .Ir ,. __.,, + .._�r _...,_._I1• __,___ ; - • .., rANtLNAnAIrrP.i I SET NOTE 4 AODW 4 NBn 7 J __ , `,•y.-.. � 7Gw CoAlm T ANCHORS'. SIT N M H NSC. - WY BE tDfi1(ED--1T---- J ` �--0• (N.n'MuTE LOCATION -- SCMTXRE ON SMUT 4s. rDR "Co, SCREW; �1 p!D ON , ,/7• 11/rl 111 ENO PANEEs) +' IA 1M90W 3 flOR®W/ OR W/0©.0 SEE SM1,01 UN SNElr Pe 1' MITE INIETIIM PAI{LS�-16.-- _...._,., `J LASE rANn 1 TD eE (SS'TAIIFD AT GCII • 1A5( PNKI. tFi to BE INSIALLEO Ar F/tN • aPEIi ALYAx AE PR AMD w/ �AUNAYS PROMOE'D TYPICAL ELEVA7��rr�V�u( ��p ��p� �� �j(�r�rT IX•CNIAIO K W/ _EON-_EQR_N•-IAA=E �QQ4 EAR WALE Ta F-TAn N5TAl1A,10N I IFFM NANOLE i(1 (AINSTALL RN FROM 1oN W 1NnNpEp INSTALLED FROM tiACiG STORM PANEL (1J SYSTEM T INTfNTxO To BE INSIAUED I.D. - R w STORMIN]&lE IX SiRUCIURL I P1+yM Or PANEL ._ . STRUCTURE w. J SQL[ 1/32 . ,• StlIA ]/]r . 1' _��. r-1//' - CAP -11/4' MIN,.. GAP I/4• Mr AP ,,.. HAA. G� 1 _. AP - - --- Ty t1 2 OR O W/ a w/o ©' © (J END PAlTE OS) SEC LTG,] B-B N [1q PANELS) SECTION A -A SECTION 13 - 11 WAU al3r - I- mm SCALE 3/3E' (1) OFFIMRL'1,+ OF <fmFc 10QD: L - Z KANO STORM PANEL SYSTEM CONSISTING Of PANEL . NOTES . .' TRACKS AT TOP k PANELMATE PLUS OR 15• LONG (1) (EEIffi�_AE-SCBIBI&g0: E - 2 tUhO STORM PANEL SYSTEM CONSISTING OF PANEL • (EAT BOTTOM W/ PANELMATES, Cont. TRACKS TOP k BOTTOM. (2). ENO PANELS SHILL ALWAYS BE CONNECTED TU ETU NG SILL WALL RY MEANS OF (2} D PANELS SAIILL ALWAYS RE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PAN!'.LMATES TIfL IF USED NR.Y W/ 15' LONG 12) TRACK AT BOTTOM. ENO PANELS SHALL NE CONNECTED 10 ' SHALL BE PROVIDED AT TOP OF SUCH PANELS, 2 W/ 1/4'Y-20a3/4--U S. OR 7/ 13E 32' 1 WING NUT OR 1 4"•-20A3 MITE. UM85C INTO TAPPED7 ( XC[PT AS NOTE (3) IF END PANELS ARE CONNECTED i.,q I1DTTOM TRACK. CONNECTION SHALL CONSIST OF DESCRIBED ON (5) ELOW). 1/ O-70N314' MS OF 7/0"R.3/32 WING MR OR 1/4'►NS/4- Min. THUMBSCREW INTO TAPPED BOTTOM 1CK LOCATION OF FASTENERS MAY 8C Al EITHER OF TWO (J) Ft)R CASES WHEN CND PANELS. A/✓f LOSE JOINiLV W/ 75' LONG iRA(,LS {) AT ME" FIAT FLANGES OF END PANEL. ,O,OTTOM BUT END PANELS ARE NOT CONNECTED TO BOROu TRACK (,�) A STOP BAR 1 I ANELS AT HOP OF Su(:N SOME, (4). IN USE THAI END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (Ie- A STOP BAR �F SHALL BE PROWHEN 4. F INSTALLATIONS P IS ONI Y USED AT TOP} AT LEAST 'M'0 PANELS SHALL BE CONNECTED TO BOROM TRACK () WHEN ENO PANELS AND SOME NE LAIATE PANELS ARE DIRECTLY PANEL USING SPECS INDICATED ON MOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS MOUNTED TO FISTING WLL WALL A'� MEANS 11 PANELAONE INI11IORTRACK MAY BE USED JOrtR1Y W TRACK �) A RATTACHING• M i K TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W TWO PANELMATES FO// SPACI T 80 OM BOTTOM NAC TO WALL / LLON'ING NG SHOWN ON ELEVATION AND N/ y,J 1/1' (5) SEE SECTIUN 1'. 3' 8 4" ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 25.. Min EDGE DISTANCE. FOR TARS U51, INTERIOR PANEL USID ,NUNTIY W/ 42) DOES ""HINIFNNWNrF/A sl/CN LTNAT TAO,IA(:EN7 PANELS {�OQ (T2F+)E LEFT 6 RIONT STBY ANY MEANS TRACK r.T2hi)ERIOR LPBBBANEEECIj SAILED I,VE A, jS. T142/j✓ryA--' THEIR OVERLAPS RE7ARtE0 EW' (V 6`,I• .. '', �CENS ' P ' FLORIDA BUILDING �: • CODE (High V@IoCi Hurricane Zone) L 37 - w7We TATTOO, III S S P 7 10 CAGE GALLANT e No. 4 I6 = ZED TELL STORK E oNA.w'w , SEAT OF - } / NIL Z; �N IGLOBAL PROTECTION PRODUCTS, L.C. w s., / .etlC SJ sl ,ImET S't%: FCO �'-'' '{RUNTY • iDl' ,•' Crss µ A LNaNrttRlNo OONP"'-AMC wM[. n 3n 4 M V� AC !! . wtioM a r. wmn'. (w,)eR b. FA(. I95+)6eR-OCTET 20- T 76 s­'gss •... f ,..,. 1-1 1 r m-Itl� NII fON L G pODAl9 ®IA`► wAwA Nc� IN/IB ION el TER IDiNt .Iv L PE 61 ,w H_..t -- 41e1T 21 W Its CAS• !'iUtJSN.TM/M4/DAn"It's 14L5TALLAllQN DETAILS FQI';_QUJ-Q"Z--FQ L!Ff_SAFLiTY_$T90T3h1_PAY_aTEM INTO EXISIINS -P-Q-VR,F,Q_...C�O Tf-.�QR.-GQt4 R-.LIE__ BLQCK_„SMQ- 1.4• :APCON I.Nc K,RS I'll' TAPCON ANCHORS O 9. 0.0 0 9' cc IVJAU N CONCR[TL 09 CONCRETE BLOCr, REQUIRED E r ' T/4_ 1 r Mer , CD• t n I 11w 91INNAWRA M, I (D _ I� sall6l(IE 9B - I "We" IM I ,T I 'FG7 EXISTING 1 i GLASS -' I i! � p I I F• w 5 1 1 I I I I :'..4- /J//%" I /Y (De I J� " _.__.. . I /-l0Y PANELAIATE PLUS W, /e'r . 3/32' WING Nil WASHER e e 1/4' O.C. PQURED VDNCREn DR CONCRETE BLOCK RLUUNLD )ffALL MOUNTING INSTALLATION SECTION 5A OR REGULAR PANEL SCALE 3/8'-I" SEE 94M 19 A 20 FOR ANCHOAS 119E A I/p10R TYPE: ,/.•. iAOLLM / M iLw 1* ,PAc,NG FOR .STAUATi018 ,NTO ROOD _ - r,. NIOCR IR.c(e (III,) ] ] FRAJA BUILDING MINWW ANCHOR VAC1NeS NOG AN;r tOGT DISTANCE ARE NDKATED ON 1H6 •.ROAR �G•n,^M 0'.) - V]- - - ,,,, A . SCKEYAK FOR L D UVIS THAN 441CAD ON SCHEDULE R[DUCE AACNOI VOKM RF A(KTIPLYING SPACaw SHOWN OR KNE." I--3 I-,a.I.M e,y On3 F ] /2 =ft CA WE Dow" fleam 9Y ne FOLLOWING FACIOR9, FOR INe OPTFIl1O. TO w FosSRmitum , , T/Slr, _..- � .. -. SPACING MA04D UAW; FACTOR Sit- NOT SC LEO THAN MG ...UM SPAC1r1O"ITED FOR FACK ANCHOR TYPE ON TARS SCH DULE It L--_ r _ ____ _ _ i.CO IDO __- POURED CONCRETE OR CONCRETE BUICK REQUIRED _ -.: L _ i _1 1/4" ____ I NOW-.___.___,-F I r. AFAAA RI I. 0 a : W 1 I j1 r. EXIST O&A, I J 3 GLASS t __ Tig - I L I _10' 8 ,., 11 4 N/ 1/1'. ♦ - 1 14-1 9 L�, ' (1TI11r' 11AaAN I' I I.. _ 1. ' /14-10'. PANn7E N-IIS W/ /wa B•4 . 3132' WING NUT WASHER (BEYOND) POURED, CONCRETE OR CONCRETE BI DENT REOUIRED WALL_1!9UhIINC N5TALLAT10 SECTION 5B 9 UFE_SAFETY PANEL 1/1111111,0", `_•I:AI-' T 'e -," �, ,. v, A..T!w;, ice:'•' \,\CENSF'•..'P No. 44167 *: I * -: FLORIDA BUILDING CODE (High Velocity Hurricane Zon R2.3. Innco. ONC y0 GAGE GALVANIZED STEEL STORM PANEL iA Y.� --- �---PR--- ----- �� L E� N \ GLOBAL OTECTION PRODUCTS, LLC. wrt /1 "_,_.___. ._.. ,eo9 S.w III S , zel Ln wifiaO A [N61N[�-ENO e�AR: GAME. n- ]]JI4 ax'..FrA arnl.. n M r ,NWrOL (954)ew- ew. fM (TINNOw-9»7 20-176 rN1.. LOAN n - 11°R AH..Iy1 P.E. SUL,, 4 .NE/DAn -._.-_,-_.,.,,_. _____ -_ _ i GENElOAL NO'EE31 VALID E-2 HANG 5'jy[DE PANEL S^[STFl1 1 F-2 WING STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.. D.) HAS 0£EM VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT Of IAPCON ANCHORS. AND PANELMAi[ FEMALE 10 A PANEIMAIE PLUS INTO CONCRETE j ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLDt00A BUILDING CODE. BLOCK SHAWL BE 1 1/1` DESIGN WIND LOADS 51A41 BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED COOL, B.2) MINIMUM EMBEDMENT OF 1/4'9 A 7/8' CALK -IN ANCHORS SHALL BE IS 7/0- INTO CONCRETE. ' A N T/I H FOR WIND SPUD AS REQUIRED 8Y JURISDICTION WHERE THESE UTTERS WILL INSTALLED NO FNBF.OAIEN INTO ANY FINISH MA PERMITTED EEO E E BIAS CT ON E E E 5H �" AND MATERIAL SHALL. BE F A DIR f 7--I T MAXIMUM OR EC IgVAI/fY fAC10Pr Kd�0.R5 USING ASCE 6 AND SH411 NOT X THE I M EXCEED MA%MU A5D , ' ( 1 4 r- O' 15 N Y rl 2 5 SIDEWALK BOL USCG SHALL BE LONG ENOUGH SHOULD AN WISH A T TO ( / M fEAIAL EXIST) f7F-LION PRESSURE INDICATED CSSURf RATINGS ND GTCD ON SHEETS 23 A 26. E 3 I W 4 M ENGAGE ,/ 0 ANCHORS, IN ORDER TO VERIFY THE ABOVE CONDITION, UL111NTE DESIGN WIND LADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.5 IN ORDER To 6 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAND5 BE FOUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 k 26. ANCHORS S N.L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEYND SUCH PARE15, ANCHORAGE SWILL BE AS MENTIONED IN 8.1) ,POD IN 01,2). IN ORDER TO VCR" THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 13% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS E{QE USED IN THERE ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) INCH NIS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. N P 1 STORM PANEL'S � UACY FOR IMPACT AN FATIGUE RESISTANCE IK5 B fN VERIFIED IN H EL ADNO D ENCLE VE EO ACCORDANCE ROT SECTION 1026 OF THE PER FENESTRATION T E ABOVE MENTIONED CODE AS E E E'37TRATION SYNC TOR^•. INC. REPORT 0 " AS 7 T - i E LABQRA 0 / 2 3., PROTOCOLS AS TD ]1 l7 SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 1 - TAS-202 AND AS 15 f0 BE ARACnFO TO INSURE PROPER ANCHORAGE TH35 SNUREN SHALL ONLY BE ATTACHED TO CONCRETE, STOCK I03 2. THIS,SYSTEM HAS MR DESIGNED IQ BE 1NSIALLEG ON ThF. OUTSIDE OF THE OPENING A:GE55W4 THE OPENING FROM THE OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR UFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALIATKWN CONTRACTOR IS 10 SFAS/CAUI.K. ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE DUILDING 10 PRCONT WINO/RAIN INTRUSION CAULK AMC' SEAL WETTER TRACKS ALI. AROUND OULL LENGTH, ERNE 7 P t 3. SERIES 000 INSTALLATION 15 M UCA81,E 1D SINGLE AND DOUBLE RUNG STYLE WINDOWS i F IR' I _ AMEN INSTALLATION IS R.(w EE D aL PERFORMED FROM THE INSIDE. 0131HUCTURE ISSTORM PANEL INST UTY WF/Ll COMPLY Wh SPECS INDICATED,LI iNI5 DMwING PLUS ANY BII IOIC AND CONING REGULATipNS PROVIDED BT4 JURISDICTION WHERE PERMIT is APPLIEDi0. A. SE30f5 2000 INSTALLATION R M17LNCABL[ ,O SINGLE. AND DOUBLE HUNG AND H0R12Ok7A 5L+0l:17S STYLE WNTURYS WHEN F 1. INSTALLATION 15 REQUIRED TO PERFORMED D FROM THE N OF STRUCTURE 1 ATRIUM WIN N RTC. E - N N SYSTEM' ORE SIDE ST UCTIJR WINDOWS AND DOORS, 2 A G STORM PANEL SY; LM r5 PATENT POIORq 10 DOCUMENT RED. NENGINEER IS N R P E SRNs q BE 8083 6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) () ( ) 0 M THIS GENERIC W AND DOES NOT PDI4r11: Y P I THIS P 1 T A I N 5, ALL ALUMINUM XiRU T -T R. 5 O C RODE C OR A OF WHERE INFORMATION fpP A SITE SPECIFIC PP CT: i ♦. WHERE THE Sln" CONDITIONS DEVIATE FROM THE PE 1 6. ALL ALUMINUM SHEET METAL USED Al CLOSURES SHALL HAVE 31OS-H14 ALLDY. i (6) CONTRACTOR TO BE RESPON5RTLE FOR THE SELECTION, PLK(G14lSE AND INSTALLATION INCLUDING LIFE SAFETY OF STEEL SHEET R TY M A- THIST PRODUCT BASED ON THIS P PROM H T �. ALL t1EE METAL PANELS 51Ati. NAVE STRUCTURAL OUAL1 STEEL_ AST 85] tlAAD% SO Me, ()AL VANI ED STEEL EC DEO E E DOGS I10 7[ FROM M CONDITIONS 1 ON 2 /SOPS E s DETAILED 'S RE DESIGNAIIJN W/Fy. 58.5 N•i (AFTER ROLlEO). THIS DOCUMENT CONSTRUCTION SAFETY At SITE ,S THE CONTRACTOR'S RESPONSIBILITY. 8. AIL SCREWS 10 RC STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEN DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODInED, 7 560 B W 50 W� YIELD STRENGTH 90 bf , TENSILE S C FLORIDAI I 11. - / ELD RCNG AND 'ENSLL SiR[NTi1/E k HALL COMPLY W/ FLORA 9U tGING CODE SECTION 24 13.4 (0) SITE SPECIFIC PROJECTS SHILL 9E PREPARED BY A FLORIDA NCGIStEREp ENGINEER OR ARCHITECT WHICH WILL P. RDLTS 10 BE ASTM A-307 GALVANIZED STEEL. OR A151 304 SERIES STAPI. STEEL PATH 36 WI MINIMUM AIFLO STRENGTH. BECOME THE ENGINEER DO RECORD (E,O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. MMECR, SMALL. 10. ANCHORS 10 WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC. DRAWINGS FOR RCA(IN (A) TO YI`DN'q PDLLRLL.'. v4ri1..RETf' (e) THIS TIED, S31AL1 BEAR THE DATE AND ORIGINAL SAL AND 5IGNAEURC DF THE PROFESSIONAL ENGINEER Of - 3/4-e TAPCON ANCHORS AS MANUFACTURED BY ITW BUILDEX, NJC (MIN. Fc-3192 PC,) RECORD THAT PREPARED R - I/4- A X 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC (MIN. tc-3000 P.••;) 10. Si'ORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VrASLF LOCATION AT STORM PANEL IN - 014- 10 PANELMATE FEMALE ID III PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCT" PRODUCTS ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE' ONE (ABEL SHALL BE PLACED FOR EVERY OPENING W -3350 P.9. i.) IABE41NG TO COMPLY WITH SECTION 1709.9.2 OF THE FUDIDDA BUILONG CODE.. A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE WALL BE 1 3/4' A14D 2- FOR PANELMATE FEMALE ID A PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4'r X 7/B' CALK -IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE, NO EMBEDMENT INTO ANY FINSH MATERIAL SHALL IRE PERAQ7TE.D 1/4. 9-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(StIOIJLD ANT FINISH MATERIAL pt157) TO ENGAGE 3/4` IHHHHNrrrr IRO ANCHORS. a,AN,I HI Ti AS) M 7/Ai PRECAST PRECAST PANELS, PAVERS FOUND "HE 'li Gt+E STONE, CONCRETE OR BE ON EXISTING OPAL e. DR�""•'C�/j FLOOR. ANCHORS WALL BE LONG ENOUGH TO REACH T),E MAIN STRUCTURE BEHIND SUCH PANELS . ANCHORAGE WW1 �.-'•\,1GENSF':�9"',- OF AS, MENTINED IN A 1) AND IN A2). - No, 44167 - (B) TIl.t21 if51F.t(kLCRETE_EELA�,_A:�u ; * .• ► . ? * - 1/4' r IAPCON ANCHORS AS MANUFACTURED BY I T YI BUILDS%. I$ - FLORIDA BUILDING CODE HI h Velocity Hurricane Zone - 1/4- P A 7/8- C'KK-W ANCHORS, AS MANUPACTURED BY DENALI INC (Vm-1500 R9.I.) ` - - = (4 F7C7O TARco Iw: I iE0,1 .• L( rl1,A ,.'F4 20 GAGE GALVANIZED STEEL STORM PANEL - /1 PANLLMATEF'.-70 rT.MALC 10 AND RANELMAT{ PLUS ANCHORS. A5 MANLlFACTL'Ri'1 8Y ELCO CONSTRUCTION ,y>1 f7/20 PRODUCTS (Fm-7071 Pal) �'-_•-5 V. _ ___..,_._ PRODUCTS a 7U L , GLOBAL PROTECTION PRODUCTS LLC. , 1 . _ �' wR I 1 r 1 T 1 T ET-co;Nt Ay/� � ..PIT ,... „ sipCT � a " FAUNT 3 A0 SNOMIQRIMo e r LMYE, F, ]Jl,. ( 1rtKU Aa c A N"'ry1r n1a•: rw.)aeA-354,. rA1-. ry,.iaeR-e»7 20-176 1N.v <ICN ALA- .r 4.A , TEEN IH-. -� _ �N-. PA SEAL/4PIMIPPL/CI:R GA RRO6719 _- ---- -�_..__...-- WrU.",, Ri t- P.T --.-I- -mews IN4FT 11 r 74 -- INiON PETAILS FOR MiES 2000 AND 1Q00 E=2 HANG SZQIm PANEL 1; INTO PQIJFE"QclCRETE OR CONCRETE BLOC( ,qR(p CrA11(lt AIK.aA3 4 ) (al i%[ FGeI1RX •, - . U - - F `aNDIIRe' 140.]yj(� ,./ 1- •• `% SEA) oN ,- ", \l`I - {OasNNrWR1 (w Oo v ly nAARo cm1,, -_`� :. I r. , 1, . NORertlf i.... -'� an A 1.,' S.MS W 1 w /•- J _ . J''•-1 �/ . t -, -1 G (M1 LY Y1 �\ ., UN AT MOU'r s �ON R FS u 6 J1.11 1/.'e-70]74'o s F�.J/W]TW'/ g MOHal,• gaAM � I I L"I'll 8 i9NON r' r T j I I q . )C1w1i'i. I y ,gymSLILY ' 'T r Y AtOIA.m 11 F .+ 1 R(9L..L, . - L F, .4.Ar1, - L I l ii/ I/. , 3"D, .OAR 67 L /.1-7W.I/.• EO t4 r ... __-/ mn iawl]4T __ '.', I TLTNIIJ -.I r-ry..,' aV - T,) ( ' WALL AND DIRECT _MOUNTWG INST. WALL MOUNTINf LNST_ - SECTION 2• SECTION I O scar S/a-r SCALE 3/8-1' B �' s°NI m u m SFrr,Tll'ATIDNA N[oMAL11Atn r0A I .4 F,.2�H( V MP e ♦ ,`A II N� 4 � -AN u - - 4 A IV _E ,, 01., ilE EWE OM SHtr°P' l3 Oe MI ,i - f.ijlIN14 MOIL raRSiBIIM'M=_9 �wxm _'- I O TOP A fAlr7ny YLNHriND] GAL RE © I MIAM 1lS IOC AN, WAY In MAT M T RiALIDOAL. I. SCALE: 1/2' - I' •VIEW jl r O -T"- _.. / 11a6 r /B' v.* MO RIOT • q I J � i'�ID 1 1 �-] WR1,vW1w $; + 1 1 i I _ N, i � _I. -7 T v /.' R .MJ/.- M3 yin /- .3/1Y FA . 1/.1-NHL.• w.wNw=m VOLE a i Nl 0A MN (.w. m,OrI1PR1 wn- i izrTAA G r• oc FLOOR TO CEILING MOUNTING INST, BUILD -QUIT MOUNTING iNST, 4 - Um1QN_x ScAu s,/N-•' SECTION su,t 3/6-,' aalunnn«iN "�tE? A:"r14i 44 ?� `gyp'' •v\CEN,SF'rq i _ No.44167 - a : - FLORIDA BUILDING CODE (High Valoc(ty Hurricane Zone _k p"% STAiE OF ..: ? 20 DACE GALVANIZED STEEL STORM PANEL D11 /NAN 8, ` .. h , (i L I E C O NYe GLOBAL PROTECTION PROITORY,DUCTS, LLC. wn 20-176 DR.RNC xo,_ ACTT .+ Gw »__ ( ,,( W 1 / a .RA.;r N b.- CA-OIIOG'11. wN1U I, W, A PE anr, rL 3311 w(AIWINAM Im (w4)Ap-a»1 wrwpl - - -_ - F ( q[AL,1.11011AII/I{/MIT _+_ N N C_ U) � Cu S_ 0 }B C.0 3...._ N Q F__ O _0 AL C- Co � 0- . O-) U � (/) = N = ­C:3 Ca U-IZ3 O Cz _ (n -0 = 0 � 0- _ 0 = U 0 -.I--- a- , 8 - 5 V •- -fO V ��� Vn,P Cn U) 0 Cis .- 0- i� _r C ) a z z w J A"`r7D 1=. C%.E 01 L �.w 0 .m _ d � 7 l L.l OL 00 ." LIJ w t c c r` LILT E 4a C,_•) C`4 - m " = x L1 _" h C Ll (N -C N 1-. --itN 3 6] �" R7 = _=_N ILI 03 G S 61 L C .~ cC = U m 33 m 13) 17 _ - (7 111, L ti C (� � T > ", 7 x-,, I. R7 C U O SHEET NO. SH 1.2 I I I I I 1 11 MAXIMUM A.S.D. DESIGN PRESSURE RATING (III .LI AND CORRESPONDING MAXIMUM PANEL LNGTH "L' �CHEDULF FOR SERIES --QOO/2060 F-Z HANG STORY PANEL J; SYSTEM P P- - Y • IH .... -_ 1':Ai f:E ➢LLi1:N_ I 1 Sl1L1 14.E MAXMUM A.SA, FMTNaD YM V E[L;n.L)( tRlrAalY 0 69 (mI ' OM)H [GNOMON CTKIMeTO .".a. -753 TO. OR LESS _- 2 9/,0' I OOLTFD - V. 21, 3', I'M 2Y a 31Y .611.0. -75.3 70• CIO LCSS __ 2 7/6' - 90LrE0 • _ 4' a A, MEASURED rw; IM011 a>PANCL> • "I-, A7 D`U`AP A Lox (M PAWL """I" MAXIMUM A.S.D.DESIGN PRESSURE,,MTING (0 e_I.) AND-SAj3 UQNDIN2--IIEA2.t(MUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE t CONCRETE BLOCK STRU CTURE CT1 L D- Loa wma S: PAN!: k I.I , 4' �H%c T 4 Y R s(/.LA:P3R.SLiDUf1S ABMaM IA. A46 dk%" ANCHORS SPACING Fall 1 _.-_ (. a.. 1 /2• • 'MPUGp12 t0 AM' OOI.NI/11kpN or ?Few NAARLKM PMNU USWIN'L' (Y.) PRIE,A-0" M I.) 1 CAA-N _ _____ PANIUMR /LM12 IG -_ _.__ PANEJAit " TO CONCRETE to DomemmCOWORM Tb DOIIL" ,o caNCROC 12• N/A 12' 1 N/A 12' N/A 12' 1 N/A I I- a 2' (TOP) 11' 12• ]' A,1Q. 3• ". ], 5• S' e' 4' a' S• e- 4• r 1' (BOTTOM) $ ` teoTr00 ). H 6b.0, -r5.! N/A N/A N/A N/A -- ---- N/A -N/A 12 yr I,' -- 2' LsolloM) -... 70' ON LESS 7' N/A 6 1/2• N/A 4 1/7' N/A 4 I/2• N/A }• (TOR) LT. N/A 12' NIA 9 1/2- N/A 9 1/2' N/A 3' (BOTTOM) I 1. N/A 12' N/A 12, N/A 12' N/A -- 4' (lop) 12' 6" 12' 9 1/2- 12' 71' i 12- n' 4' (13010M) P UWrLD TO 6GD P.F.I. AS GS,CN PF43SUK WINC A SI I SHUT 26 TOR 1 1 TOM AIK7O16 ,TL • .FK rK 0 NS*AWTXRIS INTO WOOD rKMAL A -1A.NCHO ARr DIumN THIS 3PAC9CANYNW CaGL OIAX[ SnTOR rDLESTHAN ReUON SCHLAD RNC[ ANCHOR YK4G NWI Yl YMf' SPACING SHOWN ON 'XHRAL BY ,FQ.IOTWd FACTORS RA T N T OPERA q 0 P0019 a 1,TAfJ .NI 1 K POSSIBLE. INDUCE SPAWNS OB' m IFftlNC ACTOR SNAu NOT HOT I rR TN.W 1 r YNAUW SPACING INgG M EACH A CD A,X>KW lYK i O ANCIIGRG 1[C;ND MICR" TYPE; 1/4-. 1/4•. ve. 1/4.. ;;;Do.PAIN, PANDAWL' u.. ANCHOR ".am 00 3 ., J A 'A wIMNTKea CRHI,R , OnJ--.- _ 3 ..•- -;-i - -_ a 1 "w*4 aAIHee1e DIM w. J A ,,, J tp -.4. XPA FA6161 11 m }• IDO t.W .N r I + RFoLARE5 III -DISTANCE BETWEEN Dorm. 0, PANEL I II/2 ' AND Q BE 1/?' T +YAM P71 ID REQUIRES "I DISTANCE BCTWFEN BOTTOM Of PANE:. AND FC BE. 3/16' /16' Ma, Pam.- ............. ✓y y\.. `\CENSF ••...'',, :z FLORIDA BUILDING CODE (High Velocity Hurricane Zan. N0. * s .•m9 onto, ac 20 GAGE GALVANIZED STEEL STORM PANEL .", R * ; ' Ia - _ __ _____ ­ _W _ ��; S TE 0 '�-a- •GLOBAL PROTECTION PRODUCTS, LLC.. 01/0A1 /2m o . k RIDE, • TIL E�T O IH� \ y .b7° SLR. 51 mKIT 1, •• fei. m1i0 • C K ANY Ewa. ,L Sn,• 'r SS/ VIAL E7 • 4a..ra rAl.w n.1. „ITN, t.1N)4N-,. ., /M 1.6.N».-n., 20-176 Rq ,R SERIAL N-. MITI-M. q. I-."-.- _ -- ' M 11111 Se,AI/WONA1uI1A/OAR _-- G W56" ----- 01L1A.rTa Ir WN RP A R;IT !r. •A 11.14 _....._..-_- .I it _ _ - , -' n or 2e COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG 5108M PANE4 STSiEMS (SCALE. 1/2-1-) - - -- 15.175• (TOTAL WIDTH) - - - 2.167• _.._ . - ---12SOD• (LITECITIAL MOTH)- _ L-..193' 1/.'A-70.3/.• _t 1.250' - - 750' - 5 S STUD RAETD .1 G I/: (IYI•; - I_ 374' - 125- TO ANGLE a 6 1/4 1.350' .166' - _ 096- OR a 17 ,/r O,C. ]� ., _ - 1.350• _ - 1.3$0' - - , 350' - J00• 500' N i19' (W, 6[ REVERSED) I �, I -) L �, I i Z- 60e x50 113 ins ee I[�l I 'HEMMED cALwwzW STEEL 1`v/ •', WO' De. 1.671•T. ) WwOu f-1111 .'>ar EO;R. ASTY A"T TYPE 1 '2,0* OB 1.01a' - 1 GAAOI 60 MWaNM HEM - QD1t I C-60 C ., / I 2.123• , J . GETT A to - -;08Pt t.5oo'._ Rw.) F I- ,.3w---I O STORY PANEL 1 -- T.3SG' - - - - - - - - DETAA A' ' - - 2 �, . - s I PANELS SHALL fK INSTALLED ALWAYS - 2.387' - FROM LEFT m RIGHT W/ 1/r LEG AT END A7 LEM 11FOr a PANEL a "11' HEADER a 'F" TRACK (�) AHGLE_'1V 5TUD i / mIm tact. i n PATf1 0.024' YETI. M,VII 3 [ALTO LED rA WANrim STEEL Ir/ R MM EDGE 1, i STY lY0' t•- � PNIlL l I �Dp� E__..- - -•i L -T a e25 0.37r 0.250Y 7.5Y1 �IL jl[5EYE4,\ _ 1 407' e.6W _ . L - _- 1 1. 1... __ "�00' PANEL - - 1 OR S T ISOMETRIC VIEW DETAIL A isJ•T 1- -yr 1 «' • 2?o'I ROUNDED CORNER O ENDS OF PANEL'S I - �7 0101* p" , I_, + 2 376' - LAG LIP W/ HEMMED EDGE. 1 - I - 14„ S a^5' 121" (NT.5) .376' rse.Fs, rr , 2 500' 1 1 '�� c of a°NN".ANIL DBTd�l .091• D6r � i SO KEY HOLE WASHER }'�, 0/2' (IOU_) )50- NOS -RISC RUM. ALLOY © KEY HOLE AT PANEL _ -7�' - 7.17," 1 I • SQ S,QT f FOR ADDITIONAL -- I - 150• - 6IS" 091• WR41pN3 A SLEEK LEIGrn K 1 Y' - - 125, !_. ONLY VALN FOR ANSTALLATOIS Mo O SLEEVE 2 1 /B" (w) ADDo STRICTURES L I aw• 3;5 �YA__LENSIYN• LENSETHLENGTH , • Trr 1..2541'. _ '93, t _ _.2.000' - 7 A 3 750- 2 5.e' - L., te• N j 125' 2.Om• a,.A• L --_- 750- ISO' a REV. 'H' HEADER © "U" HEADER _t I• YN TO 5' ... - - I r -_-� I ("i -) SLEEVE C1H N MAX, 10 I 11 ',I' TRACK 1[�2 PANEL HANGER 374' - 3.000'- :-. 6oe1_7e u2pr AAati gTAANGLE N T!;Z�' k,- t"A WIDEN N I ' SO' I- - =y�Q�''�\C EN �(.'•''9'7•s (USE ONLY FOR E-z HANG STORM PANEL 311' 656' - IZ 470' .276• .DD`' S SYSTEM) 6063-TO ALUM. ALLOY t.e7rI ' LL _ N0. 44167 ? FLORIDA BUILDING CODE Non High Velocity Hurrkam Zan 1 1 1.1' ..a' 250v . 2 c1D0- I.DOO .1k ^-YIN O 4w YIN. • ® I _ P aQoto R1rCD, Nc 24 GAGE GALVANIZED STEEL STORM PANEL r'r' �-- -_-- 1 ow, , 20,' It\VI;27�1�.IIIIIF rwA.N N _� (TIRO) i_ .050- - -'�' q, STATE OF ?.. _. ._.------------- ---- - 7030, - I , St --.- REF SEC710A6, - - - . 250' ' 'P •. Ir I L m/27/mw AM 0 ` " t- r �- � I E C O INe \ GLOBAL PROTECTION PRODUCTS, LLC. -" - !s - -- am s.N. sI siNl[1 / !/AX' rK,e • rraNUPRTa 1a' r��6jjLI.A�L� A nwT 7e m s a J1314 ©N N O " O Y J/ nT11.I...•III` .1.. ua, A-,w ."`L>vir„ ARAM.. ,,,01I DRAKR9-75A6. - 19 )N en, 20-175 1 BUILD -OUT F 4BUILD-OUT F" TRACK 1S R S WASHERED WINGNUT - -R1 TRACK ANGLE (2AM4c 3 ALLOY) Pt vAL/eoN.11ac/DIJE n,i �- nii',�n AE •Y'*'Y it eNaT 2 a 1 W __ _ ROe L 41117 _ INSTALLATION DETAILS FOR REGULAR PANEL 1) LN.TQ CURED CONCRETE OR CONCRETE BLOCK STRUaUR� ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEOUIF ON (SET SCHEDULE ON E3061NG POURED CONCRETE SHEETS 9 THROUGH 10) CASTING POURED CONCRETE ' BLOCK SHEETS 9 TMgUGN 10) OR CONCRETE BLOCK REQUIREDOR , - REOJ aT. C. - E D." AILTERNATE LID '' r_OGMH CONCRETE ANCHORS i. ': (x1STING 11DURCD CONCRETE FEUL11REC %/ �� }' (SEE 9CNCDULE ON /yr.! SHEETS 9 TRiOIGT+ luy..• �, Z O A ,An - 1.. __ ..., MA .6..A PfM t ? -. 11/4- I 1 0 - N -- W- AW w.ml EDT sc," W I ,7 11'2'11 I/4' . I -- - W'11- CONCRETE ANCHORS _y__ -- 7 I/A' OAL MS R/ NV' ..J MAX r_ II I (SEE SCHEDULE ON ' ELSE r/r• I - ......._. I I 1 SHEETS 9 THRDU6.' 101 - I t Al.' I• -..... I ... i f/ I n IF �(A _ 1 V/ I CD. ;, ... .. W. a ,/A•- oc Y j PANEL LENGTH E%ISTMI��Y I y� I ^,) 1 I (SLE SCHEDULE CIASS . I 7 ) r�\ _,.SELL ' I ON S1EE1 JAR, 1 ;+ q N'r I 1{ `� V N�i I 1,`e`Ai; 1 � 1 SEPARPnON 7) FkRSC p C EY1' [ sl�� 1 LEE IIII 10 GLASS, `' jI�, uau� 1 I -i1 l,n ,a PIMEO ;1'. , IUJrI r0 CLASS I 111Y-TNT' 1(SYi SCHEDULE 1 ,/1t-rb,• 9 f. OCFTS Y ( ..•YIN Or[R 7� '1. 40.E -I (SCI SCHFOUID ON 1 AS 90.15 e 1 N4 SHEET 3) { I N It AA© SPACER , Y I N PANEL LENGTH I SHEET 3) I DIE lal IW6 'I' Ma.. I _ ,,A CCi v i pg nW PNa y , (. ) (SEC SCHEDULE 1 '� I•: La1aIN 0!R 7-n PANEL LEKT14 I 1 UHraH TAR T� _ _- • Mn R ONSINE E , 3) 1 C. ,. II (SEE SCHEDULE EXISTING I _ 1. 1 I st-MAIION 1 bE s`�-I I ON SHEET ]) tiAn j -2 TO GLASS. I O I ___A.. SCHEDULE I :.--.�:� - I-.::.1(�-.-56, - IF I wx , ON WET ] 1 1, 1 +�,.J .L• I 1 Oi 1_) Or 1 I MAX T I MAX I 1 a i A 1 I ' 4 ,1 I ® i A E D 1 SPACER I F '1 ` �: - 1 • 12 t/z' DcFa E ILTKPH I �. 1 r.1- 1 I __-- 1 1 AT e 1/4- OD CONCRETE ANCHORS f.- CONCRETE ANC40PS I.""-. I E xIS11N0 POVNEU .... .- 1 (SEE scI;FDULL ON Ai Il (SEE SCH�EDULi ON ,� I r THROJOM `! �J 101 CONCRETE ,.. LOGE D WALL OR SUAB S,•EETS B TO) SHEETS 9 �WROIGLI , _N p ) 2 1/r LONG MAX. ALUMINUM REQUIRED ' (A.T, CONDITION) �:l SPACERS • A 1/r- D.0 VALID FOR 3/4 pee a. EXISTING POURED CONCRETE ALL DRbN 1. ONE) PANEL Eli CONCRETE BLOCX POURED ONCRF',I LENGTHS PER SHEET 3. CONCRETE ANCHORS :. �' .' OR CONCRETE BLOCEXOST"G _.. , PCOUIRCD. (SEE SCHEDULE ON RCOWRrJj #* 1L M%, LONG ALUMINUM SPACERS • _. I - -,.. 1a 1/2- OC. (SEE TABLE ON SHEETS 9 THROUGH to) C_ 01 SHEETS 9 k IO ) CEILINGAND�A F LOOR ON 4MOUNTINSE BUILQ-OUT��NTING WALL MOUNTING /DIREQ1-M IlLWZ5FA=aA) ORSE ccsccrxr1 SCALE3/6-1• 3/e-1- SECTION 6 scxl 3/e- t' A\,A,I, III.... I'll" 1rita �F R, A:.... ;;% •' - :'�9's �''' ENS .i .' L\LFLORIDA BUILDING CODE Non High Velocity Nurricone Zone F ' 0. 44167 q°'o'Knot..G 24 CAGE GALVANIZED STEEL STORY PANEL '-F - DARN e• 0)M 79t0 N9ZLFAIiGGNBItIATIDN_4f.SECIL)N5; STATEO r '^� / �ECOINC. 4\ _ E.D. - EDGE DISTANCE = �'• ��-,' `. Lli�. c-oi�AF GLOBAL PROTECTION PRODUCTS, LLC. Gn/ (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE 'y9U,e:• F(OR1DP w, rte- • 1,a Laos .r AI mar• , ML1L rt Sal,• �, SHEETS 9 k f0) I.OMBINEO N ANY WAY TO SUET ANY ,., CI' .. I .. Ar W. r AM - 0) AT. 20--175 ..•. i,;0 Err. T>al m-1w. n.. NNN P,-,u1 " rT.x (InLNAIA )S.S., TAX: I,R.)MF-a,e, , • INSTA.IATIGN A ryM O.lA1.. .-.... ...rlv- ",:r-.i .,T .. .,.: ..... r. DAMW+a FN. -'-- /I",mitR/, /SInwYvw,`wFT ,yLm, A LLajr71y .0 , m P-,Y A ­ ­- - - ­­­. - -------- - -- �L91•_•IATIQ-N DETAILS FOR SERIFS 2000 & _1_000 E-Z HANGSLORM PANEL L1 INTO EXISTING WOOD STRUCTURES �r.- 1' r 112' YM TNPfADR) PFNrTRA1DN (S rw. l'.N• 1e0tA 1 /41 LAG SCREWS • 6' Of W/ /' -7b EXISTING ,A7W H4:NYP �' (✓ REDLIIQO ,/.-e 'A', 9CinlrT a f' O.G. •/ L Ili• ML nIR[ADCn v[N[1W,noN 1 11 7 Fu OR a [ttE r' rw , um TO alr.No WDIr HEADER. / SCREWS 0 ,WNITNA ;I . {. C.nl. bM [ E alKfc - MM01. / i • G Oro OO , - .•.- .• YS. �co�l /TALE,• 6M.5 T ©ca,L r(/ T/eY wnc • EA END O Q ).. S NG7 • 2 O.0 1 1 I{ Ge1L CALL' Y. 'A LAG SGRLIK . 5' n G W 5 5 f I 4 I I ,. xLH. eu -i/; M1, i s3 TNuoro PMNt WL • u pO a I I - :H n' ,ION / r jL HiAo Ms. /i 'NJ ' 1 /Jr / Ta a,sT,NG a t SCE OCAA 1 4 • a000 4TAOL n l/e• A IRK, IAI NKMTI NOT[ 1 eQ Y1 I- 'TT (SAE GEM 1/24 . i 1 • a cWH F Jl a kNrIL PM MRT /HMI• ND S. "�. 11 T_: _ y9TE. 1IS.SIBPS„ • Mo.ImN a MHrY CARPJI#�") � _b CvP) © I • A. END or p I r' t. q 1'- i 7 9/16• MIT. 1 •/4'. 20A]/N' •• ) I/, 6' Nh 1 ¢„ SEPARATION I II.b. W/ 1 gEPARATION 1 'P.--" A• 7F. l0 w6s. )/r9wl//}Y ip IXAti9 1 f1 W/7/e..]/J7' I RANG IIU, • LN. I11 IN.RY ass..,. i� i .I. WlT6M ELF° i v f,l,.r P, D I p i i 6 . a g a Y tNm B �`=�11o_it8 1 4.- A' YS �/ �. .AMEJHR FEWAILc. l0Q[1r/e ] NUT ARO.WT Kl+lS w/ , .-9 " 6' Ae• Ian'M1EADtnN07EMeO7.,R') TRANON. 12 1/7' a.0 u ` I "A•I UO SC RE a 6' Q.C. W \ I I ]/I' Wn TLAN / / WJLO vpE1MTgIN O TF ' 4• ( 7 2. I' WDIna1H or AT SLATES 7mO M YRrkprpQ P)LA rUl Qlp pj I'tCA ?) % AMEN WTC OLMIb, WA) S A. "CHE' !�0' A. vfNF1NATxRA• ! 2 • SFNIIIIII[CCs 1000 WALL M 1101910 ,INSTAL2LAi Mn (27 2S4' roo0 A,AT WEDMINA W�Nj�uL ION ALTER W aMQ(�}I1J1TI�Ij('�� INSTCMaOiAYL7 RA OR MN COW- SC:NE 1/4--­ A ERW SCALE 1/4---.- i`---- -11, I ,NSAJJATAIN'S ARE ONLY VALID Fpfl IUADNGS RYTH 4 5 C DLSIGN LADS - ,,le 10 .46 0, -75 3 Pei AND IMNEL'S iLIGTH U/ 1p 8•- To* r- _ - L FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS To BE so(F-A.. uol I PINE w 2. w/ SPECEIC oC'NSITV OF 035 oft MAAL i' 6661.7A sEE SPECIIICA AIO W OIPNCMOtrS rpR vsf Of S�M DAR (i�i Al ,pv ,L SI TKLL Ae PARR�CY)M4CTnN 1D ,TREKS (� DP A` fK, .M tYfor fir. 0[O tR r090 ^. Y.SiNIATgN ,YPt. (w E/"1 ] ..I = of " URFD . M-EUR rn NkWK QF.-UMM ALTERNATIVE TOP NFMER WOOD P Top • BOTTAA P0041"m (AN a, 10MAMNLIt ,N ANY CONDITION t ANCHOR i OCATIO M" WAY to SUn AI"SEAI-A., SOMA: 1. /4' 1' '." - ,.",i . -,HLRs NG, SHOWN '.. I.LNXt, 2 a/,fi• 1N. SOMALATIOII TO CLASS i •. No.4 ? *: .* •a''SLAT OF,' .;p . . .... , t. ti li, MW/•�,•��So- 11"', I1. 11NAF•A>T 3FAI.l•JTw.11HNr. (SAE MTAA I/?, k I NORA eELaW)....._...__ __ 11TbDF. 11C)Q[R aCOLWEI, _i 5 1 _ - �;D _ x r/B• Ler, -SF 5 / �0�/a1SR[1r W •• - T! PANAIKN--- To 10 GAASY. 1 1/4•A-2a,3/4- ,i�f I IETA'w3/17Y� RING i WM MR' ['SEER IY.eRU I .I. I P i I i I Il ; IV r 'r PCr S - 1 $$ w 3 p11Ap 11 ,' -1 r 1 �' , a .I I - 1 I 8 I, W/f i IY'M/.37/P ' WING -1/4;e- 4• SAY 7 R A 4 �•, i; 12W 'M41BSCri. (!ALE .1, . NOTE I. BELpr) �/1 (L�, A TMMYSI'AF I NOTE ,A Sao.) � i, • ) 1 a II J. '20,J/I Y.S. W/ /. MJ/J2' .,, ,II C.k1 MIT • r• ar. ,l4'A VG SCREWS a 6. OC W 1/4'. IA6 5L'IR1K 4 6' DC W( 1 1/2' Wn i.REA,pID PE4TRa 111n (7L) PfM.TH14w '- I Y�IA'�'N 'O �t'. __ ,. A• •OF)O IIN100 4 ITOUI I At T'V,1C0 P,.A-ET FIAT O- 0. ED" REGUWKD FLAT ILjiRjEMTING 9A ff�A i/4.-l. FLORIDA BUILDING CODE (High Velocity Hurrleans Zone) ATHIN n'Y[n. - 20 GAGE GALVANIZED STEEL STORM PANEL _ _ `, WWI. m _ IILIECOING _ _ GLOBAL PROTECTION PRODUCTS, LAC. 'ep3 SLIM, 6' R7WfT �. 'L IJ,11 P,pM. 1.6ANow-NN4 r. (.A.WR-4Nr _ 1"/1e/2Ma �� - WLRT ,[ 7NAa- - �C Na a ANY - N •SEER 1. r 11 n > PAF1 en-rM "N a&Im I. FUJ1 PC G-PW0,19V. a1 Ni )Efl 20- 1 76 FAA- AA Am!... Ma27 7e IN M ---- ..... __ ._.-__.---- ...__- --__ - -.._._ -.._ _ _ --_ MAXIMUM A'S.D• DESIGN PRESSURE RATING _(n.a.f,) AND CORRESPONDING 2/4 1/4, 3/4. 4/5. 5/5 & 6/5 MAXIMUM SINGLE PANEL (T t FNGTH "L" SCHEDULE ONLY FOR REGULAR STORM 1 W/6, 2W/6, 31V/7 t 4W/7 PANELS IijSTALLATION INTO -f!QkRER_ CQN.CREIE _ CONCRETE BLQCK A WQQQ (t) "NO1OR$ "� SCHEDULE 3' MAX _. SHCLB a. To an) -- r NIA% SIN. F P IF S(I) 1_INRESTRAINm 51HGLE._PANELS.Lj; .dl_LA(:H ALIOP OR BOTTOM LMQ 1Y1T1 7RACK5__L,jt.+:(i_.A,1_S 'L4r OH -- - W(TN_TRACKS .2-OR @ WRECI.JIQMiICO-.AT tACH_iNC ^'O v , / O .4 T- I , - * 4 I T 1 -I" r T- -r-rr -r-rT r^-�-r-(- (-1-r -I- 'I MAXIMUM PANEL LENGTH "L+" OR "L-" (it.) 0 MAXIMUM A.S.D UR PRESSE PAYING (P.e.0 (• a -) CONCRETE a ROmDESIGN ♦ INSTALLATIONS 1 L• L- ]ao f2'-0' 121-0' 250 17'-o' 11'-d' Jao - 1l•-r - lot-0, J10 !o•-10' 70'-O' 4a0 70'-1• /'-4' 4E0 9*-6' rr_ 500 1 - 7' 1'-4' 55.0 8--r_ a -0' _ eaC` -esa - -J- 1 - 6-r _ --_7 T_ -Y 4' 75.0 7'-6a* 6 PO Sao -,T-, --i�:;; ` _ APO _...#:- a T- ISO B'-0' a 0•_ 100.0 --- _ 6'-6' 6, -11' ?O&O r.J' 3-1' 110.0 6 -r nss IS' -a' MAXIMUM PANEL LENGTH "L+" OR %-" (ft.) 0 MAATMUM AS D. DESIGN PRESSURE RATING (P.°.F.) (. of -) CUNCRE7E k WOW + INSTALLATIONS L+ La 70.o 14'-4• W-01 - 25.0 - W-101 11'-r MO I I 1-4' 10•-?, .b.0 10--10' ra• Lao 6'-6• $I-2• --- 0 a' -,*-_a'- -r- e'-a' -46 OO 1'-7' SS0 /-J• _ -6' ' mD _1a''%T 85.0 . _'-_ M.0 aY-Y 11-1. .0'-11' - 75.0 71a 0'- - - Bag ra 6.-5' SLO 7-0' 0*-J' - /S-0 61-7 6 -10' - face a,-J 6-r-_ t Lo 4'-3' Lj 1 ,ta0 �- - 3'-1' - I13A - 4'-lo' --- 1,95 4'-6' MINIMUM SEPARATION TO GLASS SCHMUL.E M I" PANEL LENGTH WIND SPEED 4 170 .41h WIND SPEED > 170 MR," (In) UNNRLS111A.ED RESTRAINED _ UNRESTRAINED RF57RAINo 30 On LESS I. 1' 6• 6 I/.- >33 TO90 - 1' I. 7 1/2• 7 1/2'-- >90 TO 145 I• 1• 7 7/2- 7 1/2• i 1/2--- >145 TO .I• I- - MINIMUM PANEL LENGTH (In1 FOR A GIVEN MOUNTING CONDITION TOP 1 A'X1.5• STUD H and our w//T�5Re.p[c. MOUNT HEA"a SEA" A"� TRACK ROLL II AgURES BOTTOM - DIRECT JOINT 46' 32' 32- 1. 55' 1. 50' --' -� _ ___ `•, I-S'X, 5' STUD ANGLE - - 35' -32' 32' 32' 47' . - JCS•t-T.z.,-, 6 'V" 1TACK 56' . 32' 32' A2' 6Y 60'-a`,t- 'RAffIlan E N SK aoswts 50' 32' 32. Se' a0'..E t CUDSURLSSO' 32' _ 32' JB' a0' S6• 56' U-UO1U I I I I I I I I I I i I I 1' I I I I I I I i I i 1 1 1 LLLLLII,�L11._11._1_ ;{° L1_L_ L. ,j _.... I . ..... 11:�4 11 ���� - I -L­ - - - I r, UNBOLTED PANELS \x - .. BOLT@ PANELS w/ 1 N-20X1' A�ICil" / (SEE SECTIONS AS AINKICA[AEy / 1"i I �/' - I j WI�_ 1. IplI-l- i t - r Or ® 11W.._.i }. YAX ••-'1• MN 1 2/4 1/4, 3/1, 4/5, 5/5 h 8/5 ,' MIN. 11N/6, 2W/6, 3W/7 $ 41N/7 - ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 k,I) REGULAR STORM PANEL (1) ELEV-0-0 ,/4' M., GAP -11 III (MN. pf7eN,P -1 WIDIL W4MF0 1/4,%GAP ," - I T - `7----'�---CT'-"--1II-m WAIT. -., ! SECTION lEC11QN--AA-A T '.....� NT..S. NOTES: a(1) L4. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GWN POS,iM AS.O- DESIGN LOAD -. MAN. ALLOWABLE PAIL LENGTH FOR A GAT11 NEG/UN'E AS DESIGN LOAD (2) PROCEDURE TO Dr1EAMINE W MAKUM PANEL LENOTH. GRAN A POSITIVE AS D. DESIGN LOAD, DETERMINE MAICINAI PANEL LENGTH 'L.- FROM SCHFDULL GIVEN A NEGATIVE ASD DESIGN LOAD, OFTFRWNE MAXIMUM PANEL LENGTH 't-' FROM SCATTKO, (INN. MAXIMUM ALLOWABLE PANEL LENGTH 15 [OWL TO 7HH[ WININLIM OCTCRYRED PAWL LCNCIH KTWETN 1. • AND -L- •. (3) SEE SCHEDULE BEICYA FOR MAN PANEL LENGTH FOR PONOSm QLAUr1GJION t INSTALLA11ONS INTO NOCE ARE UNITED TO 195 I,.I MAX. ASD. DYIG. PRESSl1PF RAMIE `AIAAI AS "5 4, lO k 1. For MAX AS,O OESION LOMc W MI,X vµC[ IFNGTHS FOP- J EN SPM.ER EI 16 tSET) _..._-__ '0-1. •SCciW� v . �• S"c FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone * 0. 44167 , s <20Ia n,ECO. K 24 GAGE GALVANIZED STEEL STORM PANEL .„:e, _ `\ • �'• TATE OF �, -� �_ ` Z IL E CO.. e. --- GLOBAL PROTECTION PRODUCTS, LLC. 16W s N 31 EIRr .1 ''F •., ORIDa • ,F Y�•sv •,I •7p\l�L� / .T TL, ' w WL ..... n A": ITYIt n_ aul. 20-t75 ., ..... CA: o,-TALE .. uen _.u, I- ••• ,••••••,-• naNc torNw- e.e. rn tM.Neb-FITS P.M1.1a w - FN «N�ACY�.R/,tiPGNA ItHfIOAR G-OOpe219 W,, A 1k . }.. PL H I.k. A Nl ) 4,I.,r s11GT 3 W 1/ .--._... ..____.--.__T__.__-•.-.-.._..__.. _..._.._.__._..-._ _ _- iNSTALLATION DET�1 _ FOB_ RE-U PANEL 1 / - - INTQWOOD STRUCTURES A TION - a .-_l _WOOD MCPKHRS Se i- 1 1 (SITE) (SEE SCNCK"r ON SCHEDULE /AIp2a1' .. L' 1 r� IH'1- 1. I I S,S. SWET I,) '� 1 ON SHEET 3) 1 -lrq�� 1' t1 w2.'6• ,-- ' RA / 1 /, -.-.T._ -r t 1' LENGTH WEND HEALER (-'�1 I I ull5lj(i,,,l "-I_- _`--.' ---T PANEI LENGTH J WOOD ANCHORS -! - I L GLASS I I 1 (SEE SCHEDULE REQUIRED r _.. .. I I ' 1/4' E[ SCHEOUL. ON I 1 : OI I = .._ ._ _. i- ON SHELfR 11 ION .. SPACER 1 .,'��- 1,/2•; 'AWL i ; i 1.• DI ` I -.. ­01 LLNCIN MAX. , I i ?- ___ T__ 1 , WOW HEADER .,I . ?` Iq, EO' - I REOVIREO 1 M,n I WW1. . 1 I - .'_ -_"-_ 1 - ..I 1 -. ' u �. I ' ®1' MO LONG ALUMINUM SPACERS O 12 I/?• r-I I LJ L- 1 L-.I I�L� I E I OG (SEE TABLE /1 ON SHEET' 11.) 1 Mn 1 • (. 1 0 1 I SEE NOTE •' BELOW FOP LIMITATIONS FOR SEPARATION I i' MAX I I �.' MAX. T 1/2' LONG SLEEYfS, 10 GLASS. I PANEL [LENGTH 1 I PANEI LCNOTH I (SET HEFT 3) 1 (SET SCNfIXAE 1 1 t (SFt $CNFI)WF 1 ON SHEET J) I ON SHEET 3) 1 1_ Y ON SHEET 3) . PANE RATE HIMALCKDU q OR PAWL I _._ 1MATE ,/•'A-2p1• I PLUS (SAE SCIEDULL ON $HF'ri 11) ) 1 ,, 1- a eA"'LR.o.w'® I ,,,n. i 1 SEPARATION I Ex)STING I 1 MA ' LAILT rr-e, EXISTING I TO GLASS. 1 2'.4" WOOD GLASS -/-- I GLAASS (SEE SC1 / PLATE REQUNEO HEDULE I I ON FEET 3) I DIRECT MOUNT W/ SPACER t4� I 'IA- _' I * I ALTERNATIVE 2W_ _ 1 /1 1 : 1 I _ . -.I SCALE 3/8.1 • ` / I I SOX - '1 • 12 1/2- O.C. SEE TABLE /1 ON SHEET 17 FOR MAX. PANEL LENGTHS k A L INSTALLATION. 1 I OF 'L' O ,.. I n n ON. `., 1 R.J YAX ; 1 � 1q� _L_ .. L-.� 3 4 'I 12 1/2. O.0 f{• ,r . �• ... I WSX)D gNCHlpr25 2k 31r BQlE: :I 1 I 1 W/ STUD O - _J - 1 '._,.f-.-___^_.; 1, i (SEE SCHEDULE ONyAEn, M MAY R 1 1/2' 101N0 W: I (SEC SCHEDULE SHEET 11) 111 INSTALLATION 4 UNATTO N A aM gym amk F0 WILL 15'-0' �/`�, Amm n71W O' A RIEIN PLAT• WOOD V 71TBQTF: I TAU wN RO0/ mm FROM /OUT .Awt on PLATE REWIRED ' ,,STAG ANCHORS BUl6eC MXM O,ApNTLY NOGILD ON a4RT IN. INN. 2`r. WOOD N 0 CNA59 I10 STAGGERED W/ STUD I I0 ON I An 1 LIAr O AOHICm IT S A' AS I "LATE REOIRED 07 AICHIORS GONG H1I COLT E SNA M (PANEL I.7 ILNALI 10 OF T A LAY' (SEE I IEDUIE DN AS nQ F011DWXIG fANDI1lOK Ali( 11•tt PLUS) SHALL Y s?Km MDC IY ID e 1ILO oC. CO. (I- 6 • AGnMC'1GN IApy ,1 1/2' 0C .1WGr10 ATLAfD DIN SHEET 11) COMPIBD IIItN: SHE (1) WIOYW m ITS" FRESStNI 51e21 A7 I RATlrlO 15 IRO .0 Ps.1. (3) IWL 24 GCC PANEL LENOM a UMD[O TO /4• AT AN, OPENING - M MwWwAIM toTTN PAWL LrNrnl Ct WALL MOUNTING / DIRECT MOLL j � (THIS 16 A W ET ") nroM IARa,I PANEL LnwTNs AI�aNE7! oN (THEOR A N,[Er 11J M, ( WALV11A4L_1d0U�{TING (,) n.STOPAWL nmAUAnw n oMY ALTERNATIVE 2W (A) 1 ,/2' Jo SPACER cospa N1 IRA SNAIL IN A, .01M ON -mv. w Is 1 SHIM- 2 NSIALL.ATn. bF 11/7' L RIG SPADf7T M ITS ONLY ',:ALL -RNATIVE 1 W INTO AN WOOD WAIL 3/6- I' vAUD - .AND ZDA,a 1. 2 - 1 A9 OCIfRWm C ASTY :� I 3/6-1` (4) esTAILATaN WJG DAY Fp ,WINO ,-1ae6 STMDY.a AND M 2070 (Tr, IUTFART) OF THE FLOANDA PU DIN U0. Ia1RP 1, 9 ♦ 3 10 UTA [ INa-GCS. L��4LL1T11LII,NIT,�/ry"r"" _ _ It NOTES *,-' 1,\CENS�...,9 FLORIDA BUILDING CODE (Non High Wlocity Hurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. A.$ O. o2w n1ECa. TIP:. AA. L D FOR COMBINATION OF SECTIONS N 4 NOTE 0 C T 0, 416' 4 GALVANIZED 2 GAGE CAL A IZED STEEL STORM PAN L EL 1 ( H - DESIGN PRESSURE RATING (ps.) AND PANE I.ENGT S c * * L * _ nww, .r A PLR HOIJ N H (EXCEPT - TOP TTOM MI}UMINGS CAN BE $ E SCHEDULES 0 SHEET 3 E CE 0 - k BE7 - 07 n s / /Ao2o STATE Fes... '> T WNBINEO IN ANY WAY TO SUIT ANY ALTERNATE 2W') TE U - y. �9, � '_�� NIL E�O• iNc. GLOBAL PROTECTION PRODUCTS, LLC. TILT INSTALIATFON- �F •. F(DRID `'W; •°W sr s, srR[Er FOR SO NIR it N: ) L J fXA 'r[Y>ro • [No� . COMP o.Mr h tnu 2 FD NEW WOOD ME CO 5 UC D WOC U f.�'ts• RAeaa n . Y 2 -,7 � 0 5 •IS Pn11Hl I IRK \1l^�� IIw f!W 'n4,� I. n" e„ M (.64 LM, 196ANeO•.,97 2 MCMHE HS TO BE SOUTHERN PILAF. No 2, W/ SPECIFIC s/N G` 1,...•r a.re.N,r,n DENSITY OF O.SS OR EQUAL. 1 -=--_---- G-woAru „-_ _-`._. oNNF17 "° /RNNPAIWII).. IUWiWR Ak s� r. MIK WrTAw,w .,n ,AORTA IN 44I6, --- -'---"- t1Mn tl W ,e --- NMTP A NCR ).. v] r,r",� GENERAL NOTES rtwK,_ FeR I�np.. Ys •..s,Y A' E-7 YLw° "r"" sS' TO 12LAXM w S,I Mul. 3FLC)ES GMYIIs.._li._-..L.55_ANN,; I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PESO.) HAS BEEN VERIFIED FOR COMPLIANCE R. ACCORDANCE - 1/4.0 (µCON ANCHORS, AS MANUfAC1UREO BY IT.W BUILLEX, INE WITH THE n20 (71,1� EDITION) Of THE rLMFDA WILLING CODC THIS STORM PANEL. SHALL NOT BE INSTALLED AT HI I . /14_10 PAWLYATE FEMALE 0 AND PAWLIAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCIr- HURRICANE ZONES (WHAM -MADE / BROWAPO COUNTRIES) _ - 1/4.0 LAC SCREWS PER N.O.S. DESgN W- LOADS 'Ei N CC S P N r C i A IC WINL' WIND SHALL % E C MN PER SECTION 1609 0 '.0 MOVE 1. 7FO ODE. OF WAS _ 7 A' IB T r . 16'. 5 9' WOOD BJSMRK S OSR U ED e'r ALI PLANT SI;RFW, BC11.• k SPECWfY .0 ! R,. I P '1 F A r SPEED AS NEUU 100 B E JVR SOCMRI WHERE STERN PANEL 'AY 1 & INSlAL1.Li . A/10 OR OWEC1 ACTOR NI AM IONALJIY ND- N- /-1 M N EXCEED THI PRESSURE n U B]. USING ASGE 6 0 SHALL 0 E CEEB C MAWUM AS O DESIGN ESSLI/tC RATINGS INDICATED ON SHEETS ( ) C 1' I nt TTA INTO W'Ocq D IAPC ANCHORS 1 R7 AND FOR TACO PINE V N RUDEO LIENL TIOh O UN SHAM DC 2 LAW! ILLS 3. 9 1 I ? k 17 6 AN PAN f PAN ANAL 1 AND CLMALC FEMALE D DERV IN ORDEAL TO VERITY THE ABOVE CONDITION ULTIMATE DESIGN WIND LEAK OETFRIINEO PER ASCE 7-16 SHALL BE FIRST 7 REDUCEDf0 AS0 PRESSURE RA11NG 8Y MULTIPLYING THCM 8T 06 IN ORDER T0 COMPARE W MAIL(Aso) '. L7 MRKMUM PENETRATION 01LAG SCREW Wr0 THE WOOD FRAME UNIT SHALL 1 1 ID THREADED DESIGN P1 RATINGS NON SHEETS 3. 8 MPI12 a 17. 1R PENETRATION INTO SfW:CA SIV4l BE CONSIDERED ASPART OF MC RCITRLD THREADED PENETRATION IN ORDER TO VERKY THAT ANCHORS ON THISIS .CDAS TESTED MERE NOT Ot f,RESSCO,A ]JX INCREASE W All7WABl!. $iREt FOR YAFE LOWS WAS BOS USED N itNEW ALAI YSR FAsr[.NE25 SPACING EO W000 HAS SEEN prtERM1N[0 ,N (;.}) WMMUM EtK%E DISTANCE O WG sL'arws. INTO wooD SMALL BE AS INDN•,A1L[I IN THIS DRAWIAIG ACCORDANCE WITH N.D.S. 2.019E FOR STORM PANEL'9 ADFOUKR OR IMPACT IRO WIND RESISTANCE HAS BEEN VERa1CD M ACCORDANCE WRN SECTION 1609.7.2 Of C.. WINRAUM P NEIRATI(XH 01 . BUSHING SHALL 1/1' r 4' e- Q SC a USED SHALL BE I 1 ?' L MINIMUM ) F BE / / 1 MEW' / TINE INC .I, MENTIONED CODE AS PER AAERICAN TEST LAB OF SOUTH F.ORIOA REPoHrl, /pa1401-01 AND #021902-09, AS SHOULD STLICC0 VXYP, AND I- MINIMUM FOR WALLS WITH NO STUCCO PER SSM 12-09 k ASTM C 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 1117301-10 AS PER IAS-201 AND TAS-203 PROTOCOL& AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 Or THE CS) IN CAS[ TIAI PRECAST STONE. UP PRECAST CONCRETE PANELS, STUCCO OR W000 BOARDS BE FOUND ON TIE EXISTING 11ORIDA BUILDING CODE WALL, ANCHORS SHALL BE LONG CNOUGII TO BEACH THE MAIN STRUCTURE BENINO SUCH PANELS. ANCHowt SHALL OF AS MENNONEO N C 1). C2) k CA) 2 ALL ALUMINUM EXTRUSIONS 70 BE 6063-16 ALLOY ARE• IEMPEA. (UML[$S OTHERVASE NOTED) SEC SHEET 7 M INSTALLED F N0 t O THE p L'OMML. tl I' "P ::Ir ".710N OF iN ANC M H" 'T (D) CHORS SHALL BE 5 tD OLLC1W AL E E NUA UAL' AND 7 C N.P 5 E ANCHOR'S ANU A. uREH J ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAM HAVE 3105-1414 ALLOY. B PANELS MAY ALSO BE INSTRt INSTALLED HORIZONTALLY FOLLOWING STALLAT`THROUGH DETAILS EHOWN ON U('WN I HROUH 6 (SKITS 4 4. ALL SLCEL 1WfEI METAL PANELS SHALL HAVE STRUCTURAL QUALM SXa- AS11A A-653 GRAOE 60 MINIMUM, G-W GALVMHrED THROUGH 5) EXCFP7 THAT HEADERS® A® SYVLLL NOT OF USED STEEL DESIGNATION W/Fr- 922 Av (A7ER ROLLED) 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE $MUTTER IS TO BE 5 ALL SCREWS TO BE STAIMLES$ SW. 3OA OR 316 AYSI SERIES OR CORROSION/ RESISTANT COATED CAP" SITEL AS PER ON &eLDATTACRHED/C5. TO INSURE PROPER ANCHORAGE TICS SHUTTER SHALL ONLY St ATTACHED TO CONCRETE DLOCK OR WOOD kRAW SIx116 W/ 56 Ys1 Y1E1U SfRQ4CTH1 AND W4Ai TENSILE STRENGTH A>XJ SHALL COMPLY W/ FLORIDA BUAUING lziUE SECTION 2.11 33.4 10 LACH REGULAR STORM PANE, Wirth LENGTHS DYER 90' AS PER SECTIONS 1, 7, 4, 5, 6 AND ALTERNATIVES IW, 3W k AN ON SHEETS 4, 5. 6 a 7 RESPECTIVELY. SHALL HAVE A tLGESL AND READILY VISIBLE MARMNG INSTRUCTING OWNER OR TENANT TO 6. BOLTS TO EE ASTA/ A-307 GALVACEED SIM. ON ASI 304 SERIES S.AINl1S$ St EEL WET" 36 kH MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT OUTING F[RAN ODS OF HURRICANE WARNING 7 ANCHORS TO INAL SHALL BE AS FOLIOVS ;ITHE IM TALIArIq/ C(ANTRA:TOR IS TO SEAL/C.-AK ALL SHUT" COMPONENT EOGFS WHICH REIWN N CONTINUOUS CONTACT WRHI ME eUIL(11NG TO PREVENT WIND/RAN INTRUSKIN W - 1/4-0 TA..PON ANCHONGBFTE I n 1' C ORS RMt BU ( •..) - I A P TANICCH ANCHORS A$ MANUFACTURED / P IURE riDEX 11C K c 319'1 v iN T t , T IN N TION S T WI SPECS INDICATED IN HIS DRAW PLUS ANY Ill G AND L,7NNC R 1 , 2 STORM PANEL 5 AW TALI COMPLY DRAWING V, C ION fGtlU ION' FA t - 1 4' e. 7 CALK -IN 'HORS MANUFACTURED r AL eK r CAL ANL A$ RET B OEYI / / P JURISDICTION R I T PROVIDED JAR+ C WERE PERM S APPLIED 0 (AIDE En THE SDI ION FFL m - ANCHORS, AS DIS1RIBllTED BY AI VENT SCREWS BOLT ! SPECIALTY CO eF.:3/40 SOOLA (MIN ,q)SFT T] (9) THIS PRODUCT LYALJAT70N DOCUMENT (P LC D.) PREPARED Dt THIS ENGINEER NS OENEMC ACC DOES NOT PROVID IN•ORMiKN ) - 14-1 T P P 0- N F R N 'iR PRODUCTS 0 IAYELM L 11AALf q t AaCIAATi LJ$ ANCHORS. AS IIANJ A,C1V CD BY ELLO COS UCTK)N ODIC S WHERE T F A NTC PROM RE SCONDITIONSBYTH DEVIATE TIDY THE PCD OR SITE SPEC PROJECT. � . C SITE - 1 4.0 AMA[ IN MANUFACTURED 1 INC NAVE ANCHORS. AS MARL CTUREO liT O[WAL , / r (6) CON TO IN RESPONSIBLE FOR THE SELECTION, W1W'NASf. AND INSTALLATION INCLUDING UfC SNLN O THIS PRODUCT AI) MINIMUM CMBEDMENt OF mmow ANC.ORS INTO POURED CONCREEC SHALL FIE 1 3/4--, 2- roR ELCO PANLLWTE AND BASIC) ON tHFS P.E.O. PROVIDED HE/SWW EV DOES NOT OAlf FROM THE CONDITIONS MYN-,ED ON NETS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 1 .I/4' FCAI JA" NNW ANCHORS (c) INTO PRODUCT EVALUATION DOCUMENT WIEI. at CON51NRED MAUD IF MODKILD A2) CAUL -IN a SOUO-SET ANCHORS SHALL HE LMBFDOD 7/0' INIO THE POURED COMMIT NO E.MHEDAIEM INTO STUCCO SHALL BE PFRMITTLU. 1/4• ♦-20 SCREWS USED SHALL K 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. (,I) SITE SPECIfC PROJECTS SHALL BE PREPARED BY A FLORIt7A REGISTERED ENGINEER OR ARCHITECT WHICI• WILL. BECOME INE AND I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY Of HEADED SCREWS 09 ALL THREADED SCRCWS IN/0 HEAD, ENGINEER CK RECORD IF OR) FOR THE PROJECT AMI WHO WILL BE RESPONSIBLE FOR ME BUT W1114 WINC NUTS PROPER USE OF THE At E D ENGOEEW OF RECORD. ACING AS A DETEGATFO ENGINEER TO THE P.L,O ENGINEER, SHALL SUBMIT TO INS LATTER THE SITE SPECIFN. CRAIANGS FOR Rmw AS) IN CASE IF141 PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR IW70D BOARDS BE FOUND ON THE EXISTING WALL. OR FLGOR, ANCHORS SHWA. BF IONG LNUUM, 10 REACH THE ANN STRUCTURE BCIONO SUCH PANELS (0 INS ►EEO. SHAD IfAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHOIEVIE SHAU BF.. AS MEAPIONEV Ili AI) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT (N TQ_LX 1NG-SQIE RL1L.-LR..NA1L A"-5-00' 14- SHUTTER MANVIFACTIREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM -. 1/4' a TAPCON ANCHORS AS MANUFACTURED I9Y I 1 W Ruil DrX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 of ILoRIDA BUILDING CODE ONE LABEL SHALL BEPLACED FOR EVERY OPEMNC LABELING TO COMPLY WWI. SECTION 17090.1 O' THE - 1/4' ♦ . 7/e• CALK -IN ANCHORS. A5 MANUFACTURED BY DENALI. INC f1.01110A atnlUNG CODE. - 1/4.0 IF3/4• SO,,o-SET ANCHORS, AS DI$TRIRUM) BY ALL POINT SCREW. BOLT a SPECALTY CO - 114- 10 IMNELMILTE FEMALE to AND PANELMATr PLUS ANCHORS, AS MANUFACTURED BY ELCG CORSTNUCTXN NRry„•�ELIIIINlryf1 - 1/4• R TAMAC NAKA ANCHORS. AS MANUFACTURED Bt DENALI. NC !'-,t.�!L:.T/(,4?•11,_ `r' �AA 9.1) MINIMUM EMOLUMENT OF INn:ON ANCHORS. FLCO PAWIMATES AND 2AMAC MALN ANCHOR. INTO THE �CEN :✓916'i \• SC FLORIDA BUILDING CODE (Nan Hi h Velocll Hurricane Zone) BLOCK UNIT STALL BE 1 1/4' � 2 AS11nrI Aa02P •TRW. wC F1. 92) CANINk SOLID SET ANCNOAS SHALL BE EMBEDDED 7/0' INTO rIt CONCRETE BLOCK VAR. NO aEN'T'SIT'044 67 24 GAGE GALVANIZED STEEL STORM PANEL IXse. nSTUCCO SHALL K PERMITTED. 1/4- R-20 SCREWS USED SHALL K 1 '/2' LONG MAIMUM S.OULD f -�O FXISI, * --'--- - - ANO '• MINIMUM FOR WA1S WITH NO STUCCO. 10:. F ~' / I L \1,1 LRBAI PROTECTION PRODUCTS. LAC. °'�"',�°'° AASSyTATE B.3) N CASE THAI PRECAST ST07E. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE IOUN' E'E ORB EXISTING ANCHORS S.A1 LONG ENOUGH TO REACH THE MAN 57RUCIURF BEHIND PAN '•..,,, '�' �IMI�T�`M+ea°1K s' 7tAerr ---- • ,r,MA 4Mn M1r aMTL IL IIJ11 •u 20-175 rl WALL, BE SUCH SI ANCHORAGE STALL BE A5 MENTIONED IN 8.1) AND N B.2) �S/ONAL .�YI. G,- nru- ,t>m_.fHn,uMT».)Fe9-T>16. iPM)eYe-irm, NH,"- " rP.r w DMTIma M 1 CA-°We7+v'". r ,t1 L MAL/SWMTUA✓PAc •�r7-r_.r F41IIIl,ll ..Nr . RLa MAP, _ _..__-- rrn I 01 1A INSTALLATION DETAILS FOR REGULAR PANEL 1 a INTO POURED CONCRETE__Qf_C_QNGRETE BLOCK-STEM-C.TM ES E[XLIISTING POURED CONCRETE EXISTING POURED CONCRETE �R CON(:RITT BLOCS CAR CONCRETE BLOCK REOV'RI'D , REDUNt'0. CONCIRM ANCHtrFS CONCRETE ANCHORS ' '. (SEE SO4EDWE ON N (SE' SCHEDULE ON 14 EXISTING POURED SHEETS 9 THROUGH If +� -j 9 I SHEETS 9 THROUGH 10) ti' jt t2) CONCRETE [NET _ ... .,`- 1 �.` .. ." t I CONCRETE BLOCK ,/.y Avo r7 1 _A .. 1.._.1 /41.v-2M1• 1 -.♦A.----- ,�A w � L� SCPA/6ATION ,;F 10 GLASS ' 1 FOI W,Ii 1 IMF SLHROVLF. I ( D4M I Y •ei t' MPe GLSS=-4 GLASS 1 4 ON SHEET 3 1 . . 1 PANEL LENGTH i I1 (SCE SCHEDULE 1 I ON SHEET 3) LONCRM ANCHORS I _ .,..- (SCE SCHEDULE ON I Tw SHEETS i OINCk4t. IaA --"' 1 ti/ r'..SEER i�t.-.'. I Dr •E• _ pRr, I MAX CD t I!2. t J I I L 1'T114 ltl. CCIFA TIXKsI1NW 0 - 19-C�f) F,T!/ -E 4- F.r- / IA71 , A..IERNATE 1 M,n I. 12 1'b,l' °C..% ALTERWTL CONCRETE G LOCATION POtW1D CONCRETE ANCHORS -EXISTING OR CONCRETE BLOCK REOVIREO (SEE SCHEDULE ON SHEETS 9 THROUGH to)p���� ��rA��T L� BUILD_jQkj -n,.00 SECTION 1 SLA;l Sib• " E.D. AA EDGE DISTANCE NIITL_f9(L�OMBlAAAON OF SECTIONS (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION n c Nk 0 SEPARATION TO GULL'S. N (SET SCHrDULI IF am SHEET 3 tl IF 5 I I !I GLASS N -J -- Y - ^- ral EA,SIINF, POURED_ CONCRETE OR CONCRETE BLOCK I NEOUMED, 1 I l.'r-7a1- _1s. eao W 1 [A (m ,1R RAI I I Lost. OAR ,'-c, I 1 1 PANf LENGTH1 (SCE SCHEDULE I 1 ON SHEET 3) 1 1 i /T \ 1 Ens OF 'L7 I MAX. 1 k 14, 1 1/2. OC I 1 L 1 COM:RETr ANCHORS A STAGGERED W/ STUD (SEE SCIIEUULI ON SHEETS 9 INHOUG" 110)) l� 1 miff 1 Sf:AF 3/B.I- A,0%I1HIT III,,,, II"I - : LENS ' ..9 0. 4416 7 =*' * :* -`'. STATEC IF O F S"/� ..I(7 F / IN ll IIrH 1 -+^-,,+ nW W r- (n _ - (10 (3) ` U (1 O � O (1) C Q m -0 CL 1--+ w M C0 cz O O Q -0L O O CU - ^, i, ,�Y•1�� _S Ln C- W AAi ,2Cm- � Q. C1 F- -0 ._ co RECUT - -. "Ir HAD IRA" ?1� CONCRETE ANCHORS AL�w-(SEE SCHEDLILL ON i1 I HEETS 9 THROUGH TO) II C3EOf :// O I Fa1 . - I -= :.. I �1 " CD I CD I. C W CO 1 W - t C Ail v a - I' I U- C (O U C- I � m CL.L. Yr1. GLASS ION 1 i• MLRI TO N 1 -1 (SEE SCGts,D1AL 1 SEEN. EMGT#Hmx -y 19 N ^ A OT'1 STIFF3) . t ON SHEET 3) .< N N r. .; I I 1 s 3. � W EXISTINIG 1 1 C3- � d GAS5 1 I , N C <` ,� ��== CUNCM-DE ANCHORS JAlI y ¢ -' (SEE Sc-ULf ON - C C SHIFTS ETS 9 THROUGH t0) I : (U " SA, a GNK-W'INR NI('IORS .` 4 41 ARE USED a W/ QO�'"[.)A5 WHEN E%STNG POURED CONCRETE _ PANE ANC. OR CONCRETE BLOCK ARE USED REOUIRrr. WALL-MMTIl1S� ECT MOUNT JsCALC 3, • 4ao2o MTw ..c 24 CAGE GALVANIZED STEEL STORK PANEL OI-MNb - . %A` /. . 1 ,, 1 ILL LE L ------ --._-. GLOBAL PROTECTION PRODUCTS LLC. , 1eW Sr 6, VISIT` °•NIL AL AM,A TIaAI- (ee+wR-75N, HAY ,IM)M4-ae7 er m n / /re Arc ,1w1. r�.sTpNa� NmN cMFrANT .,,A1a.NRa• n Mr. ..-. I- n,-,i e . rm en-,M• .,.s 20- I7$ - .--w .- G-oWUI� Jlu.Fc .. - - - 11Y„ . p< M M A k i 1 n - ) 1N . LLATION DETAILS FOR _ REQWM PANEL (L INTO WOOD LEG 4'.e' (Alin.) EXISTING WOOD BEAM RFOUIRED STRUCTURAL i SATE ADEQUACY OF EXISTING WOOD . _.__.__ BEAM TO BE CERTIFIED BY -lo -- CC 1 REGIS'ERED ENGINEER OR I . A G.g� ARCHITECT PRIOR TO SHUTTER V 1 INSTALLATION. WOOD ANCHORS . ALTERNATE WOCq ANCLIOW, . - T (SEE SCHEDULE ON - - - ,' ANk -- I ,/#%I* No Wale Mo (SEE SCHEDULE ON I) It.[' •� - - EO '- EO iR W SHEET 11) SHEET I T >.. I:''. '.1 1/2- 4'04a. S6 r-9 IAr Ille1 /Y a.6 18IP,M/A' ' I/2' MAX. --f ' WOOD HFAOF,R REGIME I I 1 I F/.•.-Ib1• E%ISTNG 81 1 J �' GLASS T - 1I I Ca„EIO 'u.. • • • ,/.• oc. A I WOW ANCHORS 2' 1 1 , ... I � ISFPAMTION 10 I `1) 11 (SEE SCHEDULE ON ,,Lq, SHEET 11) __ '1 I' 1 I. 1 4 � I . 1 � IGLASS (SFF I 14�"-A 1 SCHEDULI I I/.-A-2b1' 1 ON SHEET 3) I SAL ?xn 'o I I Min. SEPARATION TO GLASS. 1 . I l I IIJB roF RWn r ..iFF SCHF.RULF ON SHEET 3) 7 1/a'P.2b'- •L' NA% LINEMI 'A 1PAWL IMRM OAR Td ..L I F A , • u R` ,U F.fl (F SCHEDULE PMEL LENGTH 1 I 1 ISEE SCHmuti FxlSTNjI-1j ISA1F^ pq T-n ON 9HC[t 3) ,,. .... �.. DN SIEFT 3) _ _ - - - - _ GLASS 1 RNA ' f' 1 _ _ _ _ 1 - .._. - - - R I i 501E 1 I1-! or yIU1l' 1 1 I-.t'_- ! I ,,; 1 !1 1 "-,@ I 1 .` ) F O 12 1/2. O.0 I 1 It ___ ) y ) 1 CD I 1/2' NO FINISHI I ALLOWED I I ! Ilt"Nw.A„C CG 1 IlN'4-76,- 1. r • e ,/4' OC ,� ,bI ox �# . _._. - 2•%B' WODU DEC. RFOUIRED 2'.4' W000 CLATT i REOUIRfD WOW ANCH.G. WOOD ANCHORS .. (SEE SCHEDULE ON (SEE SCHEDULE ON 1�-, SNCET 11) - SHFFT I1) I _ r' M.n - I.. CEILING AND FLOOR MO IiI1NG BUILD -OUT MOUNTING ALTERNATIVE 3W ALTERNATiYE 4W SCALE 3/8. I' "'..HHUNN"l,/' ', tJ- A.. r11-1; NIPNIS`1F'R . SF • .� =: ' NOIE_EORC91181t1AllQN_OF sECTc.s: 7. INSTALlAl10N ARE ONLY YAUD FOR 11A%. A. S.D - '. No. 44167 - = = # - * FLORIDA BUILDING CODE (Non High VelocityHurricane Zone TOP 6( BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING ( f AND PANEL LENGTHS s �' STATE OF S E $ 0 SHE 3 INSTAL ANYPERSCHEMES INSTA.LATIUN 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC --- � - f e- --- ���F SLID � ALIT �y>�:L�,? \ 1 , , .. C O e e GLOBAL PROTECTION PRODUCTS. LLC. ITLTE N \\ --- m/n/w2a TATE DENSITY OF 0.55 OR EQUAL. $ 0 f N AL IF/IIIIIIIII.•NL�LI-.,'N�7 GIHt PI TK ew.'-3N M. a r a ,war F.bae, K a." r. Fee S. 51 a11en TM.F. R. �I1. HPu' p110 n--,1P�r I"N n,._.Aa HKar IRl.)6Re-rsy, a6116A°-.e7a7 20- 1 75 L _....- of TIVW n I'- G-WWII.! A MLtlW A M t r 4, --- _--. _. - oe� Mwr.G N. -­------------------ C }m ,l6 W a) a) O C/) Q- ) CIO O L- CL U 0 r� V ) L W LL1 Q Z Z Q I 0- _ SHEET No. SH 1.3. IAl1A1D CaNOtTL R00L ON rd• " F� T .. tl,�191 S ILA/ MM:L Y X r X .,3,OR•_,CONS a Al0tlXYt. ALNNA AI, CAS A (PLAN) KALE 1/4--I- END _CLOSURES _DETAILS FOR INSTALLATION IN POURED CONCRETE. QNCRET RIPAQ.K_4 09D__5R ?URES: VAUp_EQR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL L SYST"MS E ��`; /7.�y -' - ; , $. Q /7��POURED OR OOI.�T[C aR ,\-� _ /�. O !1E) ,(l Fry1W 2• . )• ..ONI' 3105 N aA ao63-,e ,WLa' corn. ALUM .-. r ; `tJ N'ef0ou"Imm RNWLL MM /{1 . 1 3/{ ; , '/••� lV{ _ I/2• 1 NN lAltpl • IY O.G. - POURED CONCRETE, / I COWEDBLOCK 0i 1 :. L-__...//�� DR® 7'..' wood nUYE I/.'P a 1 3/.• TAI•CON 2 1 ANCHOR 0 ,l OC JY `,,, Y:n..- 3 1//J�7•^T.. I RLOUN[D q E `:Y Ir 1 IF 1/ { RAP 1 --i _ 1 1 (� / 'L- / .. 1 ! . 2' . D65. 10 ..,[J.. II.G NOGTK,II ~' YARIF5 r . 5' . �055' CONT. . . 5. 6Ia 91j A 9, I NUM L 00, - - ,� .. ',-('-�---� (_ rW+C. ]MI INEEI 1Ciw 4uR RFRr -,An _ MORE EDNrAL,E, oo•Icr¢TT 2'M' WOW FINALE PHEW NrOR 1 , 4 / Y ---- .. _----J \ MR. GAP \.___ -' CCITT . LOOM 0 1 , 31 .. 0 1.0 oc C.( AF. OR e0C3-n NEpY W/JMKMIt Carl 1/N.N AN4i CAS_L___(PLAN) CASE C (PLAN) CASED (PLAN) SCALE 1/4•at- SCALE 1/4'.1• SCALE 1/4•-1' 5X (MIN. PANEL OVERLAP BEYOND OPENING WITH)) PWRLD CONCRETE. CONCRETE INC" ON 3'.4• llOpo f■AE 4twow X . 80 DISTANCE CASE E (PLAN) SCALE 1 /4'. " SWO-SET on cALK-w 1 OR ELCO PANLUI ATE .- ' ::yy,, /]� /n PD w (%WGM.Iy, EXR,ING TNR/ RI FEYMLL EI MIN POCALD CorCKTG �• 6". f._.- yl-'? t �J •"�i DR a* I'll* 9Lw TORT OF oP d PANELIN,E I (SEE q,rICR!'TE 9loCX OIE '•' YMIES E 1 \o;/ `•:• \ ON N'.1' w000 S'oE5 13r OPFMNL SEtiEME ON 'INSETS P.1, 2'.l• ■m IlRAILS o• M.-I & r.AM[ rID1wEU .S µ1•l1fAPLE 11 a , 11 h V4ME3 F .. J) •� C-4 --i`� _ \ �� /� 1 v4r.' ./ AmC.mD'NON+ A 5" Met. ( 1 ��� ALµ FLAT FLANGLS PARw.a To E� PAL (A" CUT END PANEL: --- ti._1-_--J 11„ Q�SE G (PLAN) I/4V-n - - N9 1• N,1N .-. —1. NJ; ER A....((/r .,� SCALE 1//•.r "�^ I•q(0�1 r � '• \CEN ✓'9•1 VALIn FOR DIRECT MOUNT INSTALLATION ONE, k �' •SF CEPnilEO PANG INSTALLATION AT WALLS 0/ No. 44167 a SURFACE LEVEL VARIATIONS WITHIN 3/4- 'I>' * . e - FLORIDA BUILDING CODE Non High Veloclr Nurricone Zon CASE F (PLAN) _-,", • : �� 4XID3D "I"a. ML. 24 GAGE GALVANIZED STEEL STORM PANEL OftletI.P. SCALE ,/3--I- •S Qom. F(0)1)0�•-: 4 _ ._.�_ 1,FSc" L InhVIw9 __ L L E C O Inc GLOBAL PROTECTION PRODUCTS. LLC. Mn: NN+M1, �1d'1i' Mal �,�i _ ",•EtM`_. ` "'Co SALE 61 Nn6[I avR. a. "SITS 20-175 ..-. Ibl Au, , N r. Lb, RI -I PHONE (.YKIM-GSM. iM (0M)NO.7F7 _ ...r.n Is.i pun,NG y,. rt "I'DO UNIE/IIaTt AItIrN . - P.S D a M I. MAXI_M4111__A�S,D,-D1.�FN�StHE3ATING (p.s.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR I! AR STORM PANEL J i INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 01NSTALLAT)ONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 k 7) MAX. AS 0 DESIGN PRESSURE MnNC (P..1) MAXIMUM ANCHORS SPACING FOR C.D - AS SHOWN ON SHEETS 6 a 7 APPUCA9LE 1U IE.RNAINE, C ®/NA J OF THENIN') MAXIMUM RANEE LENGTH v tAPCON -AG SCR W VANEIMATE rE11AE ID PµE1.WTE PLUS WOOD BUSHING 13. •3' U' 13' ". t■ OOP) or or 73• ,r Ir1a -! � a 1/r a 1/2" 5 i/x' B t/2• 1/2' (TOP) _ Stf (BOTTOM) r — r r , • ] _s' _ _ _ , 3 _.__- 13 13• ,3• �__ P ) OR LESS _ 1J• 3 t7• • r (P) -1- 1J r Ir (BOTTOM) OM)tY 6 1/2• 0 1n�. a In• _ 6 1/2• 6 In• froP) - .6 1/4• 17 1/2' a I/a' (COAL•) Isi--0• - _ A 1/2' �•-- B f%7•• _ 6 1/2" - _•(TOP) 1A'-4• 4 I/2• 4 1/2' r r _ twfw to 1/2• -- 9 1/Y - __ IY ._ -`,r e -- i - w ITOn) awIfotiaw- - - - - • SEE TABLE /I FOR MAX. A.S D. DESIGN LOADS k MAX, PANEL LENGTHS WHEN SPACER tgih IS LASED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. AS. D. DESIGN PRESSURE �DW; MAXIMUM ANCHORS SPACING FOR E D - AS SHOWN ON SHEETS 6 At 7 APPLICABLE iO TC"TW' , a COAGNMItON OF ,NEy MAa1MLRM Pµ[L LENCTII L (L' -- TAPCON LAG SCREW fLL�LCNI� Pµ LINE WOOD BUSHING 13• - Ir- .. I3• __. ,3' 13' Ir 13' ill (TOP, (BOTTOM) IV (BOTTOM) /Y _ 13• 0• fn• 6 1/2' 4 3/2' a ,n• 6 1/2' POP)- >+aS, -46 �0 .75. -75 - ' - — 6 1/4• - 12 1/2• a• �.. a' 13' 13' 6 1/4 --_ _ __ 1] IJ` (60TT.•) -.,. 1ROP) Jr to (B0tT17-. __. (TOP) (6tA7OH) 5'-O' LESS r ___.' _ 1 _ _ t3' 7 I n• __ ^a ■ ... r 1]• IS --.fir...- is' ,]• 1!• 1]• 1Y 10• LW ___!�'___- Ir or Ir - I.r 6 Ile to fwrom) HOP) .. 6 IJ2 6 1/2_ a 1/r 6 1n' a 1/2 _ _ _ - -__ - , 1• e / 1 ,2 n , 6 /s— - r - ,/T r 7 ,/2• 7 1%2" '— -_ I �� • _-_- 5 S 1/2• l ...•-- _-_6• - ._ TJ' -- - .- I • O 3W (B0TT17Y) - --- 4W wriow ( 1 - tl' 12, __ 2, _-_ ,S' . _.. .. 3 SEE TABLE Ei FOR MAX. A.S.D.DESIGN LORDS k MAX PANEL LENGTHS WHEN SPACER 43IS 1 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 -- TAMLAI A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TD 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ALE 10 OR PANEL MATE PLUS ANCHORS k W/ F9 SP(1QEP,WTNa%/ 1/2. 0C. �, 0, T)([/, 32P�' _�CENy ''�9 i : N 44161 I. i♦, ♦ itB ATE OF __�? . IN .,4L,F� •.... tG\ FLORIDA BUILDING CODE (Non High Velodly Hurricane Zone w5oo maces A'F 24 GAGE GALVANIZED STEEL STORY PANEL GLOBAL PROTECTION PRODUCTS, LLC. w8 5 W 61 SINM, aw■, n v314 IA.R■- (.I.)1M•1AM. rA 1..wMR_.M DMIM IF, L E C O 1Mc� o/m/IMe NR T ,GALL 7 CONRIun •. 131A 'I■ww r.PPe. n IHw M.I+W � w,-n31 • CA-0006'FIe ,1"­ 20- 1 75 o1A.AR, r'0 b �- INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED .CQNCBETE QR CONCRETE BLOCK STRUCTURES I /4•. TAM;ON EXI<t,r, PJL•NLJ ,/4'. I,AFION -POSITING POURED ...CHIM IS 9, O.0 CONCAFIr OR ANCHOR a 9' 0 C CONCRETE OR CONfR(1C BLOCK COML'RLIC BLOCK REQUIRED PEOUMM if 0 I I/I- . .I. 1�2" , .,A. E-D4 —, I I N e N "'S,ING_y CUSS h I a N IT 9 I L 9 met., -, dAMTIpN Y TO LASS I I FX571NG POURED C.O• CONCRETE OR CONCREIE BLOCK .iOuwm !/4-. PANUMATE PLUS PAC O 12 1/7. O.0 i 1 T � moan. j"., I Ia1loei87-e7 1 1 %, MBA. PANEL LENGTH --- (SEE ELEVATION I ON SHEET 12) I I I Lr 1 I I I i 04 I I WALK II i-A SECTION R-3A Q_BEGULAR PANLU SEE lef$n 16 AA 16 FOR NICNORS TYPE N SPACING FOR RISNLUII%*s INTO wow FRkw buibm" MMYJI ANCHOR SPACINGS µ0 "WON EDW DISTANCE ME NNCATm ON I HS SCHEDULE. TON E.D LESS THAN IMKATFO DM ACN,GULL REDUCE µC110R SPAC.r,O b' MULN'LYW IP.CI.G SHOWN ON SCHEDULE BY MC (OUDAW, /ACTORS FOR THIS OPERATION ID K POSSaf. RIDUCrn % .- OBIAMED L%- FACTOR SNARL NOT K LESS THAN w . 1UW- ,NWIIED .OR EACH AK.OR TYPE ON TALI$ SCHf.ILE '/'•' THY AND" Tot liecal_ wN n rrr .None vft (;J t , ,.AI DNA D,A _III 3- 3 /2 .DiRI_ KN aim Tom) BICaIR I ,/2• 6M 3 ,/1• OR .._.. 3- I 11. T CUP I f/ I'MI, I F--SEPARATION ' Tp Ours. 1 t ' 1 q. W a / ran l C 1 I {( i tl ^ I 3 I IL" 11AI1. 6• PANEL IENG,N N , I (SEE ELEVATION 0 1 I ON SHEET It) e, T __- .. _ .. _I tl I 9 - 1 I I Cl)( 1 1 e EXISTING POURED ! CONCRETE OR C ' d OONCR EIE BLOC„ REQUIRED/A 1 - 1 W,'PRP) ,/4'. PANELWTL ANCHOR (BE1OWI) LL WAMOUNTINGS AN SE 3/0-I' r3P•' s �,\CENSF �9'• G7 i *• * % •q STATE *_ • _ '•�.r'• fLOR10h' a,H 70NAI. E�1 1NIfu fE SL Nyo! - PE SCAL/11 *nM/OXR �1 .1__J I OARSEC �(R.-1B �SAFiTL' _P9NEL FLORIDA BUILDING CODE Non High VelocityHurricane Zone .m. WILCO.P` 24 GAGE GALVANIZED STEEL STORM PANEL D.Arn for GLOBAL PROTECTION PRODUCTS. LLC. 07nnDL ATT EOC PoOl) I. 51 Tmm F.0 . t4roWerlo-co`rPA�R1 3w Wrr...e•• R ..w 14AI'Rt-,4w ti (- R,_HN o.Nr, n 3v F44OHL (SM)AM-)3.3, FAX' (eS.MM-en] 20-175 CA-Ga01T19 ORII,M.G .w _ wIw W _ _ _ AP n . _ - - S MI, ,. P 'aF.1 INN?[.. FILLET JI., 4 i r— MAXIMUM A.S.D. DESIGN PRESSURE RATING .-(n.s.f.) AND O-Ri $P-QN_DM-MAXIMUM ANCHOR SPACING 3LffQU1E M- RESzML-STORM PANEL ,5 INSTALLATIONS INTO CONCRETE &CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(DINSTALLATR)NS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) WX. AS. U. DESIGN PRESSURE RATING (P rl) IM%LU4 ANCHORS SPACING FOR YIN E.D. PER SCHEDULE BELOW APPLI(AaIE TD B l ANY CCUBMIK)N O fNEY AlAXI1111Y PANEL LENGTH •L• (k.) EVA. AS.D DE"''GAL PRESSURE RATHO (De!) MAXIMUM ANCHORS SPACING FOR MN ED PER 6CNEDULE BELOW �. —11 APP HCAALE ro4 � a µr CaLeY1MTI0N (lr TREY .UV H LENGTH .� (k) TMOON SOLX,-SET PANEIANiL ICMN.f ID PANELAUTE PLIIS — LALAC-NAIL. CALK -IN TAPCON SODU-SEI PANELYAtE FEMALE IO PµE1WTE PLUS 7AYAC-IWLW CALK 10 TD ODKJeit . C RETL ro TO ICTT ro G>xin ICON, "ClE A ro TO :rONrXrT[ W I 'n A caree:R ro ICaK,r,r SUICA .43. -45 oR LESS 15' 13' W 13' it 13• 1]• ,r 13• ,a• Ir t7_ 1 (TOP) 5,_6• OR Liu .45E .5 .6J, -a3 1]• 17• 13' 13• 13• Ir 1r 13• 1r U• IY ,t 1/2 1 (TOP) S'-B- LM 1E55 ,r 13• 13• IJ• ,r 13• ,r 13" ,r 13•" ,3• 13• 1 (BOTTOM) Ir ,Y _,]• 1]• ,r ,r tr ,J_ ,r Ir „ rJY 1 (BOTttl1i _ r _-� 3 - _ it 1 3 , 3 1 a r ,r ,r s • a t r _ _ OP 2 ) o 13' 1 • J ,J' I]• _,]• _ / r Ir 13• 1 ' ] 1 r 1 r t3' 11 1 n I (FIX) Ir r 1J' IY lY 3 • J i` 1 • : eoTTo4 _ _ 3 (TOP) a(BDTtW) 1 3• --_ 3 ,r --- ,r r r t r , ] ,r , 3 1 7 n _ : (9oTtou) 3 (TOP) .. R ) .. Ir 13• or it tr tr 1r 13• Ir Ir _ 1r _ IIr 13• 13• 13• - ,3' I Ir i3• t3' 1]" 1J ' 11 1 /Y - - a' ..._ "' +3• -.__._ 1T - t11 Y 1/2 12 1/2 a 1/4` 6 1/4. 12 1/ 12 ,/$ - B 1/4• a 1/4• - - ] 1/7. 12 ,/1 a ,/4' a 1/A" 2 1n 17 r/ - - a ,/1' 6 , /4• 3 (BDf1011) r r or a' r 9• a' 6' 6' B' 7 ,/2 4 (ipP) .-r a 1/r B• . ": a' 6' 6 tn` -!: 7 T/7' - �• r B' S' - A (FOCI .. ,]' _.�... 73- 6' U� 1J' -.. IS_ ,3' 6• ,]' - 73' ..-.,. _ - tJ` -'- 1r ____, a' A' _.--_. ,J' - tl' tr a'T 13' __.. I_r -= t3_ J. ,r - _ 3 0• _ tY .._ _ IS - r .--_ tr IY - J _._ (BOTTOM) S (TOP) _ _-.-. UDTTOM) - a (TOP) 1' . .._. a` -_ 6• - 6• - a• B .. - 4 (B07NM) U' ,r t3• ,3' ,7• tr ,!• f7" tY IJ• • 17 11 1' 7 / TOP ( 1 IT - ,3• _ tT - 1Y _ 13, _.. IJ' __. Ir -_.- U' 13' ... ,3� �� - it 1 B //4' Il 1/2 II / 6 t A' TOLL BOTTOM) e (TORT a (IKY7T _) _ _ - 1 1]' 1]' 1' -- 13' 1]• 1 ' - _ , - , J 6 I/{• 6 t e` , • 6 ,/1' , • e , a' tr - , ' -- I • - 6 ,/4• a ,/IV ! 1/C 6 1/4' - - -V - e 1 4• 0 1 {• 6 Bo",« 1] S• 13' ,D 1r r ,S' r 7 In a to ,T 4 1 n I (LOP >aI . ]0 11-e• 1' 3 6' , I, 3 ] 1 a ] 1]' 1 9 7 J 6 1 a 1 2 / , r 5 1 n OOP) >5'-6' m a -a - 13• T ,3• . •1J• Ir i In 1r 9 ,/2 ,0 IJ2 7 1/2 ,r r I (BOTTOM) Ir 7 ,/r Ir 1r q• to' Ir IO' it" r Ir 6 In' I (BDrior) Ir 1r- S• 13• 10 1/Y 13• r ,r 7• 7 In Sin tr 4 tn' x (FOP) ,3• r Ir 13• Ir 6 i/2• Ir 6 ,/r 9 1/r 6 In• -r it S I/2. 2 (Top) 2 (06iTOM) 7 OOP) _- 7• W 1i• Ir 9 1/2 I)• 9 1/2 ,0 112 7 1/2 s 6 1/r 2 (B°TTDM) Ir 7 llr I3• 12' ,r to* ,r ,o- Ir 1J• a (%Y 1Y T Ir _ .. 1]' 1r-.. 9-1/i -,r io1/2 TO i/2 7 ,n 13 a 1/2' 3 (ipP) i3' 1 ,/r ,r Ir 13• or 13- IQ- It- r 1]• b T/} ,2 1/x 12 1/ B IN, a 1/4' 3 in• a ve -- - 6i/A• a 1/4 3 (WTMM) - ,2 In /2 T/ 6 I/A• 5 I/e f2 1/ 12 /n - - a 1/1. 5 1/4. 3 (BOTTOM_) r r a• S 1/Y 7• 3 1/2• ar 4• 4 In- 3- 6 1/2' J• 4 (TOP) N 1/2• _- ..- W 6' r e• 6.r' A• / In• J 1/r 6 1/2• r A (T0/) 6' -..._ a - a' - a• - S In• - 7 ill _• �. A (BOTTOM) _ - r _ ,3_ - -- r _,.- -' 6• _. - ._ r - S 'Ir __ Y ,n• - 4 (BOTTOM) -IJ• . -r - 13• _ or 9 1/2' ,r 9 1n• 10 In 7 1 ]• ,�• a• S mp) 13• a I/r lr ,r Ir to= Ir to* 11• _ /' 13• -q• 8 1/2' 6 (Y0P) 13' i N• _IS• la' IY s t/r IS• 9 1/2' 10 1/2 7 1/Y 13• a In' S (IGTTay) U' _._ 1:' s 1/Y 1rR Ir - ,0• tr ,0 tT• 4 9 ,%7 a' s IJY s /BOTTOM) ... IJ• Y 13' 10 1/7 -. Ir 7' Ir .__.. 7' ....._ 7 1/Y ._. S 1/$' .-. _ 4 1/r __ 0 LTD►)_ -. 0 _ IY IS /J' • a in ,7• 6 1/Y 16 1n' -- ,r 5 1/4' S In• . 6 1/4 a DoP) 6 &ITT ••J _ 6 1 1' 6 1/4' a l/{' a 1/e• ..1Y B 1/4' e l A' i (BO'7, ••) 8 1/4' 61 A• a 1/{• a 1/4• %E SNfET 11 FOR ANCHCAR TYPE A SINKOW FOR INSTALLATIONS MIC WOOD FRAIL NUILDMUS. • N4NWLN1 KRONOR SP `NaS AND NYrlM1iM CM[ dCE STANMF PITIKAI[D ON inks SGHfDULf FOR CD LESS TAN POKPIED ON 5I,-('DUL REDUCE AwHoe S,NUPW W '"I"L,WD %pCN4 5•.ONM CI. SCHEDULE W I F Fa LOWA4 FCTORS FOR IA OPERATION -0 K POSSWE. KDIAYD SPACING OBTAINED UEJNO FACTOR SHALL NOT NF IES'S INN SPACING._. SNG INDICATED 10. EAC.• ARCHON (1PE M THIS SC•HFDU.1 AMC/GA TYPE - TYG011 f9l,o-IT ow"eus I1,AN:-1bA, ,u1A-IN wrYy�y N1t; (NI) A 3 3 3 1'n• F In NO-Oly Eve, XA"� M•) A I t/r Y 3 3 'Ir 3 wstA•,n R.O., mras;e am- 3 - - I I/r _ I ,/r A w 3 1/r ACTUAL mQ 06TMSS E D.) FACTOR :rl P31 _ - - _ _ - - ,n- w, oM [ - AAo �'�1• _ , IDS LEAN J - 1D. ,GO " SPACINGS ONLY VALID WHEN SPACER is USED. SEE T LE 11 FOR MAX. A.S.D. (IS _DESIGN LOADS k MAX PANEL. LENGT WHEN SPACER USED. _ 3' M" D.M.-O. WN. -- ___F -_ -_ __. ________-- -.. _- O ,` . -IT - __- 7_1 7 i i7?�-1I(`�i , I i ! i ;1 I �' 1 I I 'I �J TAeIE it B A.S.D. DESIGN LOAD MAXIMUM PANEL. LENGTH 40 PSF OR t.M, 6'-6' > 40 PSF TO 50 PSF 6'--2' > 50 PSF TO BO PSF 9,-10" A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOUD SET ANCHORS k WJ QN SPACER AT 12 1/2• D.C. p�1ER A��.. el,-",t { �.'' TEEN ✓ s F = raKD "Ll ILO..IC .44167 * for Re , �".. TATE Or, ) - IL ECO[Eac. Y� r t� we a cb, Na co. M.. A,.; II W.....,:-.. ANCHORS (SEE SECIKINS a ALTERNATIVES ON SHEETS 73. 14, 15 a,6) - r*R-to/13. R-WI3, R-3A/t4, R-tB/13, R-28/13, R-38/14, s: 14A1 R-fAW/15. 2-2AW/15. R-1AW/16. r* R-TRW/I5. 111-291N/15. R-3BW/16. I• NIN 24 GAGE GALVANIZED STEEL STORY PANEL ..wl e1 i»/w1A ORAL PROTECTION PRODUCTS, LLC. mm 9T .MIDI Sr SI VNIFT POK. FL .US .- (P3.).M-1I4>. r I (NH)AAA_v 20-175 E I N�-- i W4R . M IN I 1/4y-20.1' S.S. f10Lrs W�t ! t' (USE FOR PANEL LENGTH MARSH LENGTH 1 OVER 7'-$-) ;, 1 I REOVLM OM PANEL A : �' REGULAR STORM PANEL W-r ♦ .A00, -AO.O P...t- I (W/G RIAP MN) PANEL LENGTH BOLT) IZ 1LIFE SAFRM PANEL. f 1 ) 7--6. O ♦50.0, -54.0 P...f �� (W/O IJVE7IIAP MIDI PAi1F1 LENGTH BOLT) Zk �A I".{ _ . - 'r USE 2-a• MIN. PANEL LENGIN 1I : 0- 1/4Y-20v i' ..0.- I AT u1 LIOIM/YIGS -•• SUBOLOrs�Rw t� /L'fYr'' r *n I _ V. -.. i _I -._ -I T _•_- -_ T I �-_.. I L/2 I 1146 ... .. LOT.. __-.y..__T-__ _ _...T._.�:— _ - { -.f T 11. , -t- I -_- __-L _ - _L _I __� I I - - .T_ __ ( �_ _I I ((I) NOTCHES AT STUD y LQCAPON O LIFE SAFETY _ I is PANCI BOTTOM COBWEBS 1 C C O / _'g I _ _ IFS 1 T D-M.. 3O - __ _- —EClf PµfIAR EXIE�B ovERLAP RIGIL•NRL'-'ZB PAN-_— - - ! IIA%A INSTALLATIONS ONLY VAN FOR WIND a I °T WING NUI AT WHC I•ION.R-1A/13, R-2A/13, R-3A/14, R-18/13. R2B13, R-3B/14, 1' NN SPEED UP TO 170 mD.n.R-LAW/13, R-2AW/1ST. R-SAW/16. R-LBW/15,W/15, R-38W/16. __ -... - ANCN R% (SCE SECTION$ A ALIERNAINES ON SHEETS 13. 14, 15 4116) IJA' MAX CAP I LIFE SAFETY STORM PANEL J) ELEVATION (t) - ?•1 ,--, SCARF I/e-.1' ' l ; . (� REGULAR 7 Aa7 ✓ REGULAR i �j : STORM PANEL (MN OYI" ., ■HOLE VaLM STORM PANEL ar "•.e:r ray - =-'r'__ �-_ua�za`aain. s- r' - .- - --- C 'rr - -- _ .. - a.a_ ___ii-'-__._i_x_R..,_. .. _rn-•_..-•__c ... _ _ _.t.-Eii'Lac ,'i^'.� 41AX OAR •• A. ' . / li ' Nr{• r ._C/ L__-__�__,_a ai_ i �1 *; . 7 LIFE SA-EIY PANEL IS 'fl T, _ : * z3 FLORIDA BUILDING CODE (Non High Velocit Hurricane Zone F [oaro� : 24 GAGE GALVANIZED STEEL STORY PANEL awN n NG__ �_- I INc \� GLOBAL PROTECTION PRODUCTS, LLC. 07/o:icQ30 SECTION A -A YA'r1in1M . f."U..4D cONPANr . S.W. 51 Slow M.... w..■. r•.r .-.aa N y OUR. n SVIA SCALE 1/4--i- I ?-•7 .N-- I-)Rr-Era. -. wa n. ,m n . (d.Hee-m.6. ru Iro.)PRA-ml 20-175 .- F4rI-- •�.w OIIte.4G No P.E t[AL/LMNTNL/OT U-(ODe')Ie Y tP-rY •'t" A n:tn A. PE ..R --,an 17 Or Is INSTALLATION D TAB ILS FOR LIFE SAFETY_PANE ;1) IN Q WOOD STRUCTURES WOOD HEADER + I (. NEAC{R I1 II `/4"A IAPfAN II 1/4'P TAPCO. ,.I ANCI.OR O 9' OC • ) I 111 ANCHOR O 9' OC 11 . _I O , 11 _� Q _ Y L-i �� i n l_7 l_ f ;1J II 1 /.'I.50„1' 11 : 1 - , A11 I SU O v R I/I•FROr1• P / ClAS51 1 If, =1 rA'a Ex6nNf�, R I SS e0.n R 1 O I I TT al PATa. a EXISTING n i cuss DAaMra 1A18 11 u - /' Dim, oa,�RXrli-n GLASS R , T I u , I - i umall, Cal I-.-, c� 1"i wf'f}{tlI e , V 1 I I 1.' MAX II L, I a ''i I I _l f/R. K'... •I - _: 6. PANEL LENGTH 11 I I Z• Ib.. R._r� / 9 , ( ECFVAT'Dr' 11 I PANEL, LENGTH e PANEL LENGTH a 1 I .__. a RE . _.7/` __ I _ 9EE ELEVATGN II ) .(SEE ELLVA,DN tl T- _ ON SHQT II) ,_ ( a ON SHEET 12) tl I II N O ON SHEET 12) a T' R- - SEPARATION W li--SEFAUTIO. , 1 R I. wn. 1 1 N 10 GLASS. ,. �1 tl D 10 CLASS. 1 l/T n- SEPARATION GLSSO r �3' r-SEPARATION I-, � ; ® -- - 6• - ; L/2 ; TO GEA55 oc _O , Oc EI r5„R• N 1 I I rl__ ZB 1 1 _ .._� 0"`"^^Y Eu T� I 1 E10. 1J3' ,.•.-fau ,• { 1 -- _- r - wI _. .:.,.T..- - 'T-- I _ _ . _. is Hal y/4�I)-1L`_-- ' can . r. �111111 3"..u� Yai W000 I 1. lt�1,14'4 TAPCON IJa"• IA•C(IN REQUIRED I.'. _1/4-e TAPCON 2'.4' WOOD �! I ! ANCHOR 0 IWJ OSTIID I) ANCHOR O 9' CC. i (, ANCHOR O 9" O.0 PLATE �I +.:'' I` STAOCERCD W/ S7U0 i REQUIRED I �I: PIATT 1y,' -ATE Wq7 I .�. ; REWIRED REOLHRED 'i i � I. ALTERNATIVE R-THAN �E O. RE EUTA[i_PANELS 9-_LIFE SAFETY PANEL _P_ANELS SAF PANEL WALLVOUNTINGS 111e,,,T4)J,,,FI w WALL MOUNTINGS 1 4-. TAPCON OR 0 e• c-C. I I U) I ) '/2' II/4• � ---r-- MAX.. - -- -- - I I I I 1 1 1 O.I I I.".— 1 1 rA ,' .6 aaM W 1 1 1 !%, MAX. i _ 6- PANEL LENGTH (SEE ❑EVATMA, __i aN srlm 12) I---- I 1-- I TIT _ I /��a..l I ! - ---Gr i I I I kI I I I �' 11-1h1 . '.• PaLff .A • 1 1/1 04 I /4YM rCON ANCHOR 0 9" OC- ' MAXI ldU*.A. X.__DESJ.QrL_P.RESSURE RATING (p.s.f.) ANDND_CQPJff,SPONI _Q__MAXIMW .ANCHOK-1FACING HEDULE FQ)3 REGULeR STORM PANEL (L INSTALLATIONS INTO COKEETE A CONCRETE 80SA STRUCTURE (VALID ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEET, 4 k 5) WAX AS,O. DESIGN PRESSURE RATING (P •I) A/AYNUM µCNpRS SPKWG FOR Wn EA. PER SCHEOULC BELOW AA'WCABif 0 X a µr COa1,FIriHIL� /UXWW PAKL lEllGiN •L• I.R.) 4M A.S.p. DESIGN PRESSURE RAONG (P..T) MAXIMUM ANCHORS SPACING FOR 41N E.D. PER SCHEDULE BELOW APPLK/blE r0 6 Ct1A69 At1N11/ OF THEM gAX1N11M PANEL LCNGnI .,. In) TAPCON SOIJD-SEf pAlEL3M F 10 PµClWTF. PLUS _ ZAMAC-nM,N C1lK-IAi GARCON SOLID- SET PµCIWTF FEMALE ID vµEl PLUS MATE 7NtIC-/N0.,N CALK-W A ID toTo oOt _ CONCRETE Won['w'•CRTT ISI TO 10 cmkcm ro a' 6 ,/2• ro fa• ,]• ,e o / 2 -I1 - mrc ,[ u r - ,c e, -r 10IL , rn 1>DRn Io >•W, -18 1'0 r75. -» I. 11' 1]� 1J• it 1J' 13• ,r 13' Ix' iJ• 10' 10' t 1 Dp,TOIQ O' 6' DR '•7TO-» .119E-,Lae U' 1]' 7 1 s t /2- t3• 4 1 ' / 2 , t1oP) 5'-5' OR -IS_ 11• 1]• 1]' U• Ir Ia' - 1r` ,r 12• 1]' -- IS• — 10• 7 In` IY e• 1 (ao,10MJ -; 3 - „• , r ,r - ,r - `,r -- , r 1 r , a , r -- u• - to- - t or 0 ) - • 3 Ir , r o n u /2 1 r -1-•;�• n n ] . , / s on ) 2-a0i1'6M ( ) (TOP) ,Y I,' 1r IS• Ir ,r Ir Ir ,Y 12• 1r to* 2 <60ROM> ;r - 7• Ir s• ,r • i/r ,r 0 n i 1T /Y 3 -t!' e , 2 / r- - it' tJ' t3' 1ST' ,3• U' ,r ]' ,$' t3' - - 10_ 3 iT -'•7* IJ' 11: Ir 9 1/2• I t0 in ) 1/2• -1r • - 12 t/Ytl 1/x c 1 a' _ 6 tµ' Y 1n 12 1 _, - - 6 ,/4' 6 ,/4' 7 (a01TOM) ... -_ Y 6• ta' - 2 1/2.12 1/2 0 ,/O 6 ,/A- 12 ,/2 ..-_ - - .-_. _-6•5•' 9 1/1' a t/P ] (BOTTOM) r 6V' e• 6• a 1!r r r a• a 1-J2• A (10P)._ r .. _. a In` e• a +n' _ 13•_ D i/x' . _ r r 7 t/'2• - ra e _.__ .,� t/2-• - a +n 3• __ - a 1/Yx r _--.... t/Y _. - i (TOM>__ 4 poli - ....-.__ 110) S OTW)__ S Y ONE ) a-(TOvj_.._ (OTT:-) r_ -._.. !' V s'.. e' B �_ ! teol±cu> t 3'- 1,' _ 13' ___ 13• _.4'_.._' IS• ._ 13• 13_ _-!' 1T 13' - _,r __.'_ 13• - to. - o _ 5 (ToP)_ _ (6oTTOM -, 3' - 13• Y U' 9' - 10' 7 tn' t3•- 6' 3 „ - -ir ] r 3 - 3 , r it tr u• 1 9 1 ,r 9 1 r / 1 1 0 n n 7 1lf. I Y_ 6' tJ' - tY _ Ir - r d Ir o f/4' ,ate 6 1 a' 13' a 1%Y I3• -- tr - tr - or - _ ,r 0 1/a• 10' 6 1 4• a OOP)___ -... ! -) - t3' _ S _-' Ir o ,/�' tO to 6 1/A2 �r d ,• - 01 P or 6 1 4' ____ {-1 1• 7 i/Y _.- a I_ •._- ,r 1/4• i In• 6 Vein -- 1r 7 1/3 ,r 13• it for Ir rr 11 W ,]• a , 2 1 TO 5._O. Ir S' ,r 10 , 2 _ Ir a, _ 13• a 1 7 1 S 1 Ir 4 i 2• , OP crop) TO Y 6 13- 7 IJ2' 1r Ir 13' 10 1/2 13' 10 t/2 1 1/11 B• _ ,r r _ t (BOTTOM) 13- 6 IJY 13• 13' or _ 9• 1J' r to• 7 1/2• Ir 6• I (BonoY) 17• 7 11Y f3' t7•- 13' Ir or 10• 11• r 13' 9 1/2' 2 (TOP) _ 5• 13- 10 , ,3• 6-I�2' 13• 6 1/r 7 1/2. 5 IJ2• Ir 4 1/2. 2_DOM N' 7 1/2• 1--- it IS' 10 1/2 Ir .0 1/Y It in• r lr r 2 (BOTTOM) Ir T 1]' 13• or 9 Tn• Ir 9 1/2' 0 1/2 7 1/Y 1r 6 In- -e• 2 (BOTTOM) 13- 7 1/2' 1r it ,3• In , 13' ro 1/i a rn r Ir r 3 (7 3 (BOTTOM) f3• T �r s• ,Y 6 ,/Y t3• 6 ,/r ,o i/r 7 tJx- ism a a 2 1/Y 2 1/ a l/A' a l/a' 2 1/j a i/A' - - 6 1/A' 6 1/1. - _- - 2 ,/2•,2 t/2 a ,/4• 6 fire' 2 IJ2• -- a ,/A' - .1/2' - _.-_. 6 1/4' 6 1/A• 3 (BOTTOM) 7 1 /x• S In' 9' r 7 1/2' a' B' a , 3' / a' 3 / n T_ r _--� •HOP) Y 3_ B 5 ,n Y 3 1/2 r a 4 t/2 ]' a In' 3 In a RCP) r -! a• 6" M a• a' - r - 4 (acimm) s-(TOPj _ {_ - a 1/2 B' - r - a ,n - Y - 4 (BorroM) 15* 7 r/2• 13' tr IJ• 10 In ta• __ 10 1n 11 , B• 1J• T 6 1/2• ,r ,r it e• or r ,r 7 iJr ,r ... P t70P) 1]'._ 7 ,/Y tJ• t3• Ir 0 1n 13' 10 In 1 to _ a' 13• r 5 (I.OTToy) a (LOP) _ISM- ,r 7' 13' 17' IY -13' - f 1%2' 13' a ,n' 10 1n' 7 ,n• 1]'".. a' S (60Tfp1) _ _ fr 7 1/2• Ir Ir t0 ,/2 Ir 70 ,n rt t a' 1J• 7• ,S• - __S N• 6 1/!• tY 6 f/2' 7 ,n- 6 ln• ,3" 4 ,/1' LOOP) _1J' 6 1/A' 6 1/A' 6 1/4' a 1/4' a !/4' 6 1/4' a (90IT.•`) - 9 114• 4 1/4' 6 '/4• ! ,/4' - - 6 , a• a ,/4' 41 wr- 9Ei SNOT „ FOR ANO,IpN9 GYP[ A SPACNO FDP „yTALUTYKI.• MD ROOD IR11rE fua0wm a w,nvok ARKNOR SPACINGS AND UNIIIVr UX E MIANC7 ANI K J.IIn ON TIN IDICOM FOR LEA LESS THAN DC"nD ON SOICINAC REDUCE lilclKK• 5PArAI. M w T*L"03 W$t" SHORN ON SDLDN: H M FOLMXWW0 FACTORS rat I4,5 DP(RAIaN TO 9E w1,gIME, S UM SPCI.G OVUNWD USING FACTOR SMALL NOI BE NLSS INµ ~,Ai SPADING INDICATED Me fAOI ANCHOR I-C fH. Iwt SCWpA1 1/.-I I/.•I ,/. i 1/1'. 1/1-a TOW,/.•. TAB}, —_ PAP 0 fIII� S 3AII.C-_ aLN-PEE L yIr.R1Y A/Kl' TOR fIAL0l0 (D.) , 3 S f ,/Y 1 -./I ARRIANIM LOOP t OIL10 -3 1n• -3 1/r _ '_ _ 3- $ 3 1/r 3'Ir r r 3 3 1 3 1/J- J 'Ir III, 3 ,/I• INRANI B.D3 aAooe - on ACTUAL CDOE DNMM CO. FACTOR ,/7- GM - _ 3 FZ' 1• 1 0., 5.6 I So O )s ,00 - IW - 100 - - TIN 6. I03 ,W - SPACINGS ONLY VALID WHEN SPPLFJ( IS 11SED. SEE T EE /, FOR MAX. A.S.D. ._DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER "IS USED. EARS i1 6 A.S.D. DESIGN LOAD WJBMUTA PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 8'--2• > 50 PST TO 60 PSF 5'-IO- A VAX. PANEL LENGTHS ARE UN Y VALID FOR INSTALLATIONS unnlpNN W/ SOLID SET ANCHORS k W/ b SPACER AT 12 1/2. O.C. f}jp�R A. T)( �E TELL..„[/ ✓:,' F+•,•• . \Cf.NS�. ..,P •; FLORIDA BUILDING CODE Non High VelocityHurricanit Zone : D. 44167 2 pypjp 1 0 " 24 GAGE GALVANIZED STEEL STORY PANEL'e * : * : * _-------'--- --- STATE OL I - -.s I ^I I L I E C O E Nc� GLOBAL PROTECTION PRODUCTS, LU . of/un, Ee •� f S .40D SW. 61 In.CI --- %q�,t�; LORtOF`,: I13r ia,wo a it-wcYmo cowim, 6ME. n -- 20-175 r Nm,M oeres ALA 'q/0•.. ••0 N ,/ ...•iru n =lNlo� �e) R1 1So1 w16,c (re.)ae6rFs«. Mr. (e6.Lwe m: "I'll" IIrN.N1r81 /XYtN,twC/brf. C, 000.71a . 117 a — - DYW.IG NA AWTTR A TILL, J 111E • _ .� ' D,ItI III., 1e LIFE SAFETY PANEL _-1. INSTAL (�ATI N DETAILS FOR INTO POURED CQKRETE QfLCONCRETE BLOCK STRVCTU_RE 1/4•0 IAPCON EXISTING POURED 1/4.6 TAPCON EXISTING POURED 1/4•0 tAPCON EX1371NG POURED I/4'. TY't;UN [XISTNc POURED ANCHOR O 6. 0 C CONCRETE OR ANCHOR 0 9 O C CONCRETE OR ANCHOR 0 9 0 C CONCRETE OR ASCIIOR a 9' O C CONCRETE OR 'j: CONCRETE BLOCK REOUIREO r/t CONCRETE BLOCK S ; REQUIRED. /,/ CONCRETE BLOCK REQUIRED. i. CONCRETE BLOCK REOUIRED. -) E(._.,, ! - 1/2'._!.. -I/e' ' I/2" II/.• I ( 1/2. 1 4' I I/2• 1 4- 1 1 E D. 1 C� CO �I �) "N 1 N._ 1- Mtn/ H 11• 1 N ,' Mln 1 N I R--S[PAMTIOH 1 N I If SLFANATION I n 1 �r I -SwF• EXIST 10 10 CLASS I I/.I m ' �p Y 1 , I•I-AOI• EN15TWj41 �O IXAS5 I 1/.ti-f�I' NEAUP- IXA g ; - G TS r f,LA55 / T r- U armrib' G1A55 -11 A I / I. 6i. Nnn. w1Q fM.iS 11 +, I E AT . DNE .10 3 Y - Y J 1 M A11aDSR,MIP - N 1 f RAa RY wen IUI I i ,L>cm IAOI 7-eT 3 I II I IAeRM oa 7� 11 r n IF n u II I I 'L' Mo, N -.. -_.. I ' t` WTI. II I A I •:' MAX I 1 'L" MAX. O 1 PANEL 12NGTH b PANEL LENGTH II PANEL LENGTH 6 PANEL LENGTH 7 e S C EYA ION B ,� ON[. HET 121 0 1 (SEC ELEVATION12) � t -..-�- LEE L II 1 (SEE ELEVATION N 1• y;n r ON SHEET 111 D I ON SHEET ,2) 11 I' Y;w , ON SHEET 131 11 -- 1_- 1 ON SHEET 12) I- SEPARATION I 0 j ! 11- 10 CLASS. I tl 1 0 TO GLASS I II IO ClA]5. 1 i u n n I 1 --': T 33 �'`� a i i i i ���of LJI I + -� ; 1 EJ1 ; B. 1 ( f .' : 1 e 1 , f I I Cl) A 1 l_) 1 D• I L CD CO E I I 1 1 I - �E 1 k�-.' I Oc I 1 CO ! E EO' b11 I I- 1 3/• _ _, ' I E01 s Yi wl r.1 C0; si WI FEEL -( w.n R man ■ ).; 4)FFIs (4; Ir,. Ias' ,/4•. IAPCON 1/eo TAPCON - ,/4.4 TAPCON _ I/4'F TAPCO% ANCHOR O N' O.C. ANCHOR O 9, O.C. ANCI,OR • 9. O.0 ANCHOR 0 9' OC EXISTING POURED CONCRETE OR LXISTINC POURED CONCRETE OR EXISTING POIAED CONCRETE OK EXISTING POURED CONCRETE OR CONCREIE BLOCK REOIAPED CONCRETE BLOCK PEOUMCO, CONCRETE BLOCK REWIRED CONCRETE BLOCK REQUIRED 5f&TION R-1A I SECTION R-iB SECTION R-2A UST1014 R-28 O REGULAR PANELS O_UFL_SLIAFETY PANEL "ESLUlB3-. PANELS O LIFE SAFETY PANEL WALL MOUNTINGS „ WALL�MOUNTINGS SGLF ]Jfl•,• Sa1SLN �1E . A, Tl[Cij'% SEE SHUM 16 . le FOR ANCHORS A3pIQ,nt 1/e. -7APo0N TYPE A SPCA FOR .VAUATRNO INTO HOOD FRAME 9DILOINm YRaWUr ANC.,dt SPACINGS AND MWA" -m-. .mc.m woom W 3 .�eeYWf1TpIIN.1y (I•i M1IIro ■.rl pn,n1. ONAR w _ I _-. t EDGE Del.." ME .rw.7m ON INS SCHCOULE. FOR ED. LESS i1NN INOIGtRD ON SCIQDtILE REDUCE ANCHOR 9PWC■D MPOL ma Down tta) fAcSOR In aull L104 SP/CY6 OIOIM ON SCHEWL[ ByINC rpLLDlMlp WCIOR! , ,/I' 63A TOR " OPERAIIDN TO K INCOME. REDUCED SPACRIG OBTAINED UDWG IAG1011 INN, NOT K LESS THAT 1 '/f' CELL IANNUr SEAL ,NG INDICATED FOR EACH AMC" TYPE ON THIS Sc.mULt 3• Oae J 1/2' �P'' 1GEN ✓�' -- s sF .. s * No. 44167 � FLORIDA BUILDING CODE (Non Nigh VelocityHurrlcan• Zon. S _ : * _ _ STATE OF .101E tR,EOII, Pic 24 GAGE GALVANIZED STEEL STORM PANEL I P m, w i ;/, . ¢' 3 �•. PLOR)E)* - >+ _=:a sS/ •T•-• /---------- i I C O INe --------- ------ GLOBAL PROTECTION PRODUCTS, LLC. - -- D WEE°'° QNAL`' / L 1j1l. 'Oil...I.....1 /• ,Rllf KfhNO EbMOIM•UW M ibI n ,L"; tn.l n, n� "' G7=71._ rAL1EA A FlllT }. Pf . abS a11 �SiRQ1 , (.a.)MF-N64I. IA: (9«)1W_eN) 20- t 7S — Na .b. r M Pt IU./PCNATAE/-- ' _ MEET ,3 a n __ .—_._. ._ --.....____._.—,_--._— SU1 TALLATION DETAILS FOR LIFE SAFETY PANEL 1 IN?O—WOOD _S1IRMURES }___ -- 1 WOCD HfADEN REOuIRED i-----?-- 1/4'. ,ACCON _ ANCHOR O 9. O.C. 0 •L , 1 112. IIle - - - w1X . MH' I I I I 1 `')11 `1 EX1571rr(.,•jl LASS 0 1 I ����4'.-3w1' I a.s fan ■ A N N C 6 ; pBfl DNO r!� II 11 1 , PANEL LENGTH ii 1 (SEE ELEVATION ,/-=..z. II .._.-..�_._- ON SHEET 12) 1 IT I' MU. IF�SEPARATWN I I 11 TD GLASS. n ; �. ) _l ° F1 j ,J7 11 I - -_ _I 1 eNT/r- E W f , -L- , 10 �,_ - I. 2'.4, WOOD'. PLATE REQUIRED 1/4-e PANELWIE PLUS I _c.oiR a 12 1/2. O.0 ALTERNATIVE_R-SAW 9 RES.ULR-TANELS WALL MOUNTINGS SCA:J: 3/8-1' Nome 1. 1 TI N ARE ONLY VALID FOR MAX, A. I, NSTAI.IA 0 0 S C DESIGN PRESSURE RATINGS (P e.t) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION- WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EOLAAL. EQ EO 2-.4• WOOD PLATE REQUIRED N II v WOOD HEADER WEQUIRF° , 4'a IAPC0.N ITCH 0 9. 0.1: ' �) h 1 iN 01 I/.1..-I• . • .an . ''�I i U. PRRII I 1 `L• MAX i a- PANEL LENGTH (SEE ELEVATION -..._. I ON SHEET 12) 1 \:/ 1 6' 1 `4 e 11119 aG w I _ I I 1/400 PWRELAMTE PLUS ANCHOR 0 12 1/2. O.C. ALTERNATIYE R-MW O LiFE__.5AFETY PANEL NO +4167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon # ; "�'• * STATE OF f <low T_T[LD AK f- -- -- - --� i 24 GAGE GALVANIZED STEEL STORM PANEL T _ rA. -,o1 ::1Q F P LORD -/- - I IL EC01N� GLOBAL PROTECTION PRODUCTS, I.I.C. m/n/Nu DYE IT- F ' '11•`•' �` ' `S%0 AL EN1`�'�'� // , lrlN nm� ArY .IOC SELL aI I1REi, DaAE n. 333,E -�-..-. 1 1j1NINN,Hn.,, [ - ,,. J__ La f Llu 1� ~ I.lar (.6.) M- 16aa I.: DA.)m-em — - 20-175 GL-000e719 WN. A tWR }., P.0 DRMAaB ,I. S.W IS of 1 P F 'IfA /ICNATlwE/yTE -- ._...-_.._ +-• O N c— ] U 1 N Q C_ O O C_ 0- ca -o a- 0) j U) = QD -3 -0 O (0 U O (U - En O Q O N 0 m O +-' ILL_ , i — m � (D L O N O i U) — US (z 4- (u ..4-.A Q/-� >rL. U) Q cv'7 Cam. 0 ZEE r. N —) 0 m LEI a) 0 LA_ 7 W o C3. -, O 01 V [S t "5 C N 7.c o Iz ,O - y 'O X- N R X 3 N G -O3 E Co c V . m m _. y 3 cc sa = D aI (a IS) - n VI L7 - U) _+__, L. (a) WC -+--i V J O w 0- 0 U m 0 a- V'(D I a,,,6� V ) 1In CW C z z Z Q J LL SHEET NO. SH 1.4. 1 ! puL IhIilleip 1��1114�111R �FTp 1 1111 1 P IMIlP II. EZI/te. EZI W/1 B ANCHORS _ _ .. . ..(SEE SECT,DN Q, a ALTERNATIVE QtW ON SWEET 10) -• S Ma*-+-.. --:?' ben. - '1 (SEE �9 (SEE NOR 2)tgTE 2) EACH Ef1�Rt a _�___ ALLWtNDY Pre, ,� lA5t PANEL TO BE INSTALLED AT EACH OPENING 5HALL ALWAYS BE 1/2• D O O O O O O C O 1- "I PROVIDED WJ REAR fLANGL.E TO, FAC'YUTATC iNS-TALATKIN IF WIENDET) • ........���. ( TO BE INSTALLED FROM INSIDE OF STRUCTURE. I I I I + U I ` I 1._...A i'E.N NEL NOTES. _�_LI +r.. (1) D ftNrtllxY DE StRrr5 x000: E-2 HANG STORM PANEL SYSTEM (END PANEL) II I V I (iNFEROR PANEL) I (INTERIOR PANED (INTERIOR PANEL) � (END PANE() I' M CONSISTING OF PANEL + Coll_ TRACKS TOP h EK17TOM. SEE NOTES 2. 3, J Ij P y I I ! I I 1 SEE NOTES 2, 3, A f2). END PPNCLS� rt1ALL A4,W BF.- CONNEL`TED TO BOTTOM TRACK wx, OTHERWISE A STOP FMP(�'iIWA BE PWMOLO At TOP OF SUCH PANEL IE NOn} PANELS, �� I �Or iI 1 -j- ( (3) If ENO PANELS ARE CONNECTED 7O BDTI'lYM TRACK. CONNECTION •. i �� !•� I i _ ).. I _ t SHALL CONS'R OT 1/4-a-2UN3/A" MS. W/ 7/B"M3132" WING It` 1fI .13PLTEO PANCLS w/ t/aa-74,r NUT OR 1/4"0,3/4" Min 1'NUMBSCREW INTO TAPPED BOTTOM III I 1 I I It S S aOIISWr{1� a CA OVEFS IP TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO i (s11sF.CTWNs AS MP1.IG&L) EXTERIOR FIAT FLANGES OF END PANEL. J-.... _..-_� I _I L, n�.. i I (. I l..) 54% OF L. (4). IN CASE THAT' END PANELS ARE NOT CONNECTED TO BOTTOM ". I 1 ! r �Y I 1 I I PM+EAT SMAL1 BE CONNECTED ?0 BOTTOFA TRACK LINING SPECS -(' ��-`� i-i-_, r 1 1 i I I 1 1 TRACK (it, SH A STOP BAR 15 ONLY USED fA TOP) AT LLAST TWO r-}--}--'�--� - �- '--�--�-T--�--�-'I-'�-'-'�- "-T-'-�-T-T iN01GTED ON NOTE (3) ABOVE. IN SUCH CA*,E, CONNECTION OF r • I JJ_L¢JJ_1.LJJ111JJ L tJ 1LLJ� LL JJ.L LL J I LLJJ11.r1 J_I_LLJJ 1 __i_ _____) PANEL, t0 BOnow 1RACK rLAr OCCUR AT ANY PANEL 10CATION P 1 SET NOTE 4 •. �: 3" MOP.._ W e SSf "„ 'ill, N• uln 't INSTALLATIONS ONLY VAL;D FOR WIND 'i4pTf • 1>7J00 NOTE 1 ! SPECUP TO 170 m.p.N MdC){ORI. - "'SEE SFLT,ON Eat A AITERNATNE F21W ON SHEF: 11j ' EZI/18, EZ1W/iB TYPICAL ELEVATION FOR SERIES 2000 E-T HANG STORM PANEL Cj) SYSTEM (t) $CALF.: 3/32-= t - \' 2Ntl7'{MN. DVL7RN' 1/A' U. GA'' 7 ,• J) f� SECTION A -A \ �,r1 1Hn111NM� SCAIF. 3/32"-!" ��.'`•���PA. TIL(/T4r'a '� FLORIDA BUILDING CODE Non High VelocityNu can* Zons •yLQ�:•'r[ATF0 ° g i %nm, aK 24 GAGE GALVANIZED STEEL STORM PANEL *ORAL PROTECTION PRODUCTS,iL C O ENc GLOBAL I.I.C. qq dam sa a, sTM'rr T' V. �DRiD*,•G . Is uY e s n. MI19, Il. 111it 29-175 Miii t ' Mw. tY14 YnfI ++•xN1 m-I}al 'Not, (aak1N70 W1 MO-4}n7 -u-1Mo6rr9 aa.1.l ar Mi[ra1, •w 6XMWwa Ma JfJ•frl /�•,••• nArr/tl+rr mnnmu,ai rNLnR t IY11r rr., rl I:•'N aYtD It a ra Mt aTENGIPJEENING . ENOINEERINO EXPRESS® PRODUCT EVALUATION REPORT September 15, 2020 Application Number E7680.1 - R2 EX Project Number. 20-31543 Product Manufacturer All American Shutters arW Glow M1mflactaiwAddresst940 Dorms Rood West Palm Bosch, FL 33409 Pmduc1 Noma b Demripbon, 24ga Galvsnlzed Steel Storm Panels Large Missile Impact Resistant Scope of EValuadon: This Product Evaluation Report is being issued in accordance with this requirements of the Florida Department of Business and Professional Regulation (Fli Staktmg Commission) Rule Chapter 811320.3.006, F.A.C. for statewlde acceptance per Method i(d). The product noted above has been tested and/or avakroted as summarized herein to show compliance with the Florida Staking Coda Sovereh Edihan (2020) and is, la the purpose intended, at bast equivalent to that required by the Code lit"oklation of Its product shelf be required following po tment FiorWa Building Cade mawA11c*Ii or revisions. Substent/aNng Data: PRODUCT EMALLIATIOM DOCUMENTS EX dewing 020-31543 UBsd "24ga Galvanized Steel Storm Panels (HVHZ IL 14cn4WHZ)', sheets 1-5, prepared by Engineering Express. signed a sealed by Frank 8onnardo, P.E. is an Integral port at this Evaluation Report. • TW REPORTS Undarm static structural performance has been tested in accordance with TAS 202 test Standards per test ,.porn(*) 08T-ASG-11-001 by Slockwater Testing, Inc. Large ma i mtppct resistance and cyckc loading performance has been tested In accordance With TAS 201 and TAS 203 test slonderds per toot repon(0 OBT-ASG-17.001 by Blackweler Tooling, Inc. Structural engineering cokulations have been Prepared which evaluate the product based on comparative and/or tstional anatysk to qualty, the following design ctlowi 1. Maximum Allow" Spam 2 Minimum Allowable Spans 3 Minimum Gloss Separation 4- Anchor Spacing 160 SW 121A AVENUE Suite 106, DEERFIELD BEACH, FIONIOA 33442 (954) 354.0660 1(1166) 396-9999 TEAM O fVic INEF A INGE X PRESS. CON ENGINIEAINGEFFA"S.COM ENGiNEERING Page 2 or 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been used in the deign of this product. Separation from glazing is not required for "P allallons "Ida of Wind tone 4 and essential Facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously Bsted test reponts). and Is 400ouMed low In the engineering OnW of this product. Wind Load Resistance This product has been designed to resist wind be& as iedtcated in this open schoduN(s) on the respective Product Evaluation Document 0,9, engineering drawing). Installation This product shall be instated in atria completes with its respective Product Evaluetan Document 0. e. engineering drswulg), along with all components rioted Mervin. Product components shell be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations 6 Conditions of Use: Use of this product shall be In strfcl acrwrdance worth the respective Product Evoluabon (Document. (i.e. engineering drawing) as noted herein All supporting host structures shall be designed to resell all superimposed bads and shall be of a national bested in this product's respective anchor schedule. Host structure conditions which are rat accounted for In this product's respective anchor schedule shall be designed for on a site-opeefBc basis by a registered professional engineer All components which are permenertty Installed shall be protected against corrasion. Contamination. and otrlar such damage al all times. This product has been designed for use Within and outside the High Velocity Hurricane Zone (H1/HZ). Respectfully. CNrY ' Frank Bernardo. PE ENGINEERING EXPRESSfr bPE(X14hw4 I Cen Audh 1)885 160 SW 12" AVENUE SutTE 106, De6RP1f LD BeACM, FLORIDA 33442 (954) 354-0660 1(866) 396.9999 TEAmOENGaNEERInGExpoti ,COM EwirlmsEAt NGEXFaess.COM I P"wniN 55-.7r. I,�rA-::N „,..Yt M441. 11J}+• V✓?i _ V` .( :111 -r y{: V.•.-A.s'd.aLL p •"r"' _. I FfkxarR-'niflli=D•t-Rrrnn vi_.• r•V.. t:: l•1 +s , v-. InL �I lyllk %Jed L•r M0M\7%nr �.. T ITUC w..ncT Gi ='� Y:, Nk , I IY• Y: N Yluw 1p t [t•Ia� ^i1 "r rJ W a yz( I'll' - �D �M N 5 n. f x•.a sal -'�-7 S I W -O iT.ri „ 5 � 1 W 'ill ' NIB_ U.IAJV.'Jlr i 4 a v.rtA :r fe. T V TI M N a� A .FM' v:• ' rn M1 N - s A SI: p a4 f c r ?YIN 5 1, q tl I I y M ' i a A UI 4elVlle H'i .f , II 4 W 9• I' 4 rC1rn N. Bin.: Yd � 11. 4■ ..., ro k dO � F^ z U.2s 1!D i - NJ„ „.Neer "r J L_. 1LL T E CNU>t -Cal 0 Y I1 N-' >NV L'Hfln-,J ✓.'Al_ 1. ,N 1 rt yy /, ,.,M 1NNV.• M f >..aT4, �y wA ,era a YA ZC. `G,F r: 6J�3�p TThti L aL-r-nn 4' I' Ala I a^- HllJ.ul l U <rJLi1MIR00A NOUN 9CRION N ma,}un 4 3 -F }q rf wr -.sir E 1rAH ate:.U1 B.n '::vY 7l_ I' a a_P1 <•_r.n 5 VVVIIF111V 11 FNI N-t:tlUr1 1,1 III 1Ytk�..Y ' 'A 4. Aa _W'1 N S UNlf atz}N: r•.t�e E Her rn. a Ire.. 4atr, _ d. gel •<' nv; wllvy t. 1p,. 666 F;J f ;�„ ,A'svA•fu .`•_ uWAIIMWNr bSCrloN �JK1Y1,rP,A w'r••nv T�-.Ilcdvl-AS +.c,., ,,r Iw.l rnv+xi. LA •$ Iyp9. I � ` .:1t1.4x ^:: Rnk M.C•N !1'1! C 1-N,'r erl�:ll r -.Ft "_ 1 v1 IY 4 VW nU IP�( Y' E R fn:. ..:^ MF J tl IYK ANYrYANY I'1i•. oC ,.TYrL'a':LCR' NN•M I,T LU Fr.un av^rea:n .._rt:e EZ. n •- "'TiP' J.' " u aT d-o ,­­­ -4- 1 A N(1(.+AhH. KJ. 7 cn:Y.n e•u lmnn xl •'1r N r "ul IlN� _ u laud_ 'Y s I 1 A�11 t N., I,.W r, ndl :L-DlAP+i•R:. ki 4 rtJJr � a hit N-ITV ':V,:a �k+Mv l,lV. ) ��S :HNn' -YlI 1'faL yY rF 'trl"'1 F;4 mA.I1d `V.f VJ LL-CV y n� F aM INi Y1,. •r`Tlr •A1^. h'Q T yr ` cP 44;lvLuv.:l: 9AAlrA Ni4 N 'M,VM. ,,r• ^ 20-31543 Sr Fr f'.F:r R. nFI 1.i4»I^r NN - 1-Ir_ ! /10Al1pHAI TOP/A,TfMr C1A9UflE O5TAA ,�, i'4• ) M �Ji U1 � z 1 IMf� N �IVI N_L L � w.c srwxevi I> i 'd�:+a, - ' errN Ir-r xv ;:�, .w lva;a ry, r. nIMc411xlxntAlln lcJK)M `1 �� �'I�INM ifNIW:I M[MIYI VH11UN INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL Ci) INTO POURED CONCRETE. CONCRETE BLOCK AND WOAD STRUCTURES pqtUISTING /WXiFO � i I .-_PDNCREEE on )/4'a TAPCON COMC" BLOCK ANCHOR . 12- P C. TE Iii TAPCPN k 1-'-' _ _"� _ f49T" HEX HEAD TEN kYOpp 14M1' 1RN HFJD TER J ` l Hf+!pSTf-. H(CFROM ANCHOR . 12 Q.C. _ EDGE OFscftv '}�4• FROM REQUIRED r �I �tUGF.' PE � v?1 L E.D. ��/F, l / 2- ,/IY-Y4M1• a - 1 ,/.•a-Oelf',�i� � I as 60l*5 r� N I _ 77 a I PC ^t•' M N aA'M I' 1- Mln, i II2' '.., {121a WrR. .a It -SEPARATION ( 1N11��__ . - I EX15Ts'IO M To GLASS l / EXFI:INSA_fl---STO AINTV- POP CLASS. ALUMINUM OlAss-mil-pill.:-:-._ ..1�N.WINUM IKIP GlAS$ yl � /♦'9. m•r• i 6-0- a as stills N B t MAX. a I MAIL I/A'9-/a.• PANEL IEHGTM } PANEL LENGTH e ^ I, tai it p SEPAM 1 ^-SEPARATION - 1 , .__� 'h10a2' 50 7�) I It R TO GIA55. F `•✓ 01 11 lD GLASS 1MUMBSCREW IF e' BOa OF V In 14U B � 7- M11 r ED to `7 OuTONI ANCHOR „-1/4-0 i ra D.C. ,/4•■ TAPCUN !' X15TarG POUREp 1' I I•rlWOOD ANCHOR we 12" O.C. t �, DNCRER 0R - 1tl0; CONCRETE BLOCK .. v.f I(t _. RCOUMD REQUIRED WALL IMIOON SECTION ET1 E71 � �11W SCALE 3/8-1" SCALE 3/8.1- \,t11NN1111rrfIOM 13r- Se ,,��''�, FLORIDA BUILDING CODE Non NE h Veloct HUrrloans Zone). tlC7�. * MIN. PANEL LENGTH D. 4 i - alma rariaa, Ill, i f- SHAH BE 2'-6" 24 GAGE GALVANIZED STEEL STORM PANEL DRANN ar 1. INSTALLATION ARE ONLY VALID FOR MAX, AS,O. DESIGN # : # PRESSURE RATING ♦/- 40.0 p.a,r. AND 6'-0- MAX �!I or/v/mx PANEL LENGIH. •Qs S1ATEO • L EC talc GLOBAL PROTECTION PRODUCTS, LLC. WIN, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0,4: , FID9113 . a ANr 4m is, aI 61NR, MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ! "'` "1°`" '�„M"'' N"14 20- t 75 S/ EN n;.li . '•n-'ire ro . as 4w.. ewes: taa.Iw-rsKT. rAN, rw.� ....- GAAaNIc N. DENSITY OF 0.55 OR EQUAL. +NnM N ,,yONSfUK/olnWrIA I Pun u w1r +ears ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED MAP. TO PANEL SPAN) TOP MOUNT (rONN TYP TYPE ASREQ'D) SECTIONS ?^ OPTIONAL e,120 MICH BOLTS wrNEIF NGHU WITs FASTENED EN APPROPRIATE SPANPAN TABLE) g PLAN VIEW 1 11 J BOTTOM MDILNr 'A ( lOMN TYPE Al REQ'-1 Roo 1^ MAY BE ATT Bi BOTTOM ` i TYPICAL VERTICAL MOUNT ELEVATION \G.V N.T S. ILIWAIRON TOA MOUNT (CON�(SPAN ABOVE IOBSTRUCTION) I45 D uN{{ d SSY 1 BOTTOM OUNT �{CONN T AS RE4'D) -O ��� TOP MOUNT tCONN TYPE AB REQ'D1 Ipy�j a G7 BSFR ION MAY d ILCCATION MAY VARY BCYTMM MO (SF�qIy Below TYPE AS REQ'D) OBST.11111 NI PANEISMAY.WCHED AS RSQUIwi OPTIONAL 14'-20 STITCH PROVIDED THAT CONNECTIlNJS AND BOLTS WITHWASHERm AWHORS.ARE USED WHICH SATISFY WINGNUTS FASTENED SPANS AIIWEa BE IOW D7161RUCTION, OVERLAPS 9 NIDSFAN(USE APPROPRIATL VAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 NITS, ELEVATION MOUNT ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 4 PANELS 2 GAUGE N41NIMUM STORM PANT, SLP AA ION FROM G1A A A T S If I2 WIN 1114 I Vh I55INTIAL fACINTIES B ) ' Il4A%IMUM , oESK.N { PRFS A wE PAN 41 1 SPAN 11 nNl INSfAll Ailt N$1FSt iTtAN il' AeDVF 0110.0E I NStA1.I.ATID115 uiAtA)EA I rHAN 10' ABOVI GRADE , / 1303 bMI )Ibl •/3S DI Ili 606 m 1.16 In +/♦0 13D T n _ G;061n Z.T6m I 6,Wm 7.16n •.w I 1 1.aUAM 6D6M 116 in lltsbm f lobe )TS In _.. . r M) f A ea.11n - .. 6 09 _S N n E&. I v/65 _59am_ G,il rn )./rim WAN SL:FItUULt NU I tS: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTI NER SPACING TO DE IERMINE MAXIMUM ALLOWABLE STORM PANH SPAN. SCHEDULE tS ACCEPTABLE TOR USE WITH POSITIVE LOAD'. LESS THAN OR EQUAL TO NEGATIVE D[BION LOADS. 2. "PANEL FASTENERS' ARE STUDS USED IN WITH EXTRUSIONS LON3UNCTION WI ALL MOUNTING EX V510N5 ("P^.TAACN, SNDDEO ANGLE. ETC.Y USE 6.25' 0 C. PANEL FASTENER SWING TABLE VALUES FOR ALL'H'. AND •V"•HEADERS (INCLUDING BUILD OUT r-ONDIT1ONS 3. LINEAR. INTERPDUT[ON BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1, ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2 SCHEDULE IS REQII)RED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3� FOR INSTALLATIONS OUTSIDE OF Me Hi AND OUTSIDE OF ESSE I-141 FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE 19 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTEDOPENING IS R R MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESII3M DESIGN NOTES: 222ULEs ORIuse Wt1'M'TMIS SYSTEMSgt1ALL ME MINED PER ° 9GE0PPARA7EN�ENCGp1pD�f NO IN ACRCEOORUDANIC.1E�{VNF75T1i THE I OFITHE 121 Ac A I WITH�A6(g J ANO FM 1609 OF THE HD CA BU1LpirIC. LADE SiHALl BE LESB THAN ORfQ 11RETO THE P, VAITLIyE N TIVEDEsic N PWESSURE CAPACTTr VALWES LISTED H EREIN FOR ANY A9SEMBLr AS SHOWN. GENERAL NOTES: VISIT ECALCI101816:8 $^� x xel .d U ,A. IYxJ Irv] r • nl fR p�,@� ,� rdYPMY4.rrrcA �k i10'Yo� MINIMUM ALLOWABLE SPAN SCHEDULE .T �:iL.'L* S:i •� ( iriB�EA•7E.e6� s. � lii6E'RB •: �"^'�CIE��is56 'EA.11' Fs�lYia7EIi�®Er51 1' �•i.i^"....� . .ri7i.:76Ea51EuiEFa6iLiR7fIi6.'ei. - �..�rz�rATt,�a�_dEner�e�e.se�_Iet�eQl�.e.T�IdE:a[� • .-_ '.�J. ELA7���%�.ii�'E'•' ����C71ri 1R�OiyE�/�Tei�i"tiryi��,F�,,yy--m�il [i�F�'■�E�i6i�ECi�FialE"riE:i1 N•!r �F� ES.i!sJTE.1EE.�E�R•.7ESiSE.�S't�E�1E`.'tiR':2i A [ I•r'. I r �nK "Kilt A N4 <wkt NO'v. (oMOmAN1 ) OP lIP NORCN rlFt lrrP71M iY� M r0 [ NiNOMG IN Ol[ Arlo / N A E[RAME Na 1NAAAA,)oM dMaN GI.AN3 LY rfQUNO wP1n NANFt iiii u nN1i ntA., .nn, Puna k,M as9PaCT VI NnNn-•i:,1NN.7loN Vc: i N0U A9A d TIE [tOb RK NF IanO WP •Af. t LW1T ,10 Nett IM IAN4 YAGVE w,aMk 61aEUtKIMTS AaS AGi SI OV MP 4 U G 1'P N Mri I}f. A 11 va WN III 1 N [ A 'I Y4E AV wwlDGu U1nVn AMP ) )rK.. tq KCi t nAM AM bLA16 M ll Nt Vrp P 1 II • TMt1 PPIIP n)MTN rr• WIYF nM wfnianr 9nYr,. K+c'R nNn r• Pµ[lS •Main wRn P•NEI v l 1 ow [ASTrYaaS nr 1 i' l'M N C 0 4 S. w S NA SNN 3a II imt IIa i 1 nn oRn J BGirrlrl loskVAEY Fbi Mai OMt t Al NN ry act uo-rN M-, a tr at r .Ivl . nnr Na •M+ ... Ili AnmW+ . rn I nWwlM l 1 .rF R 4.T, K L IrrT �"�MC UN tY f! V L ?WONAL INTERIOR FASTENING DETAIL l% N.T.S. A I. t V41 alla,tt Istale, Oa. NM'.wINE SGA[W nit _ o A K I wSAr wl •n Mn 4 wAYrtmrA wtMaM;n 1M I.M. V•C[ �N rPI 1•rA"KFI*D asAew 5'nro W/ WA:n[afD wINDN,n ■ N' a c r T1. 'TIOM NGUNr u E)IIMET qfl a ,A)aM mAc+nw"rPT YANk1.I YAf10N NnVPr CcwM err,[ as -N [OCP law ilm A, M 1M rear Mt F"rl- -iYEiJ M OPTIONAL EGRESS PANEL DETAIL, INTERIOR FASTENING 1 v 4 ?Mai i -t" N 3.250" -D.D94- 2 990" 2 IC D�9�• 0,710" O,Ui zy ?rlsF u' 625" O.L2s" 3 1a GA t5 a }4a,O5W" g •C9(` -_,°1 r_-T.i2O) ,094•' TYP: TYP 25 .y a6a ( ry T �a -0�3 � ISM/Z" } I 1 1030" 193W n1-LQ, 1 s^� ___I. T-O.ti5• r K flq 35 -+'I .D30" d 1Dp�dpla �T �L�-. 42A ° -4 2A°a^ I- ••.I d,00°' (� TYP 2,0°0" I l > m E ' .321' 1180" ,a "H• HflAa6 eat"" "- BUia-.pi Ur u" FEMiR J(}MM G J-PAN Cl°811RE- < 3.381 MAX. 7t „ 0.313" .+ " S 5t p 1.SlU 1.560"L �L56°" �,530 0174" j a Y 6"-j �' *, A54,• a l78"-^I r ° � �655" 0.15a" 7Y5" 4n•�II�..IIr 0.11D'"NIF I t.500"PANtL COVERAGE I-aa,a�-LayaiAl }_„_ O,IIBB" 1•I,B7S" PANELLENOT , III m,�iT �'-1 4'lSd' 0.A50` DASD' ♦ iI o 16�E6tdl, r•� Y am'aT1ox ID -�"°T°v r90 �I'-Dr°rOP� +-I o� MAlwrr+l�.un Q � ,1u o.0as" o• Ro t3s .IDS a,7o0 � aaA-Due r TRAP � 7RACN •T C�P. ffi� 0.049^ N o.9s)^ 7 r . a. MN, " D Sri"-{ p�� ".us5" t7 e. - 'Anru; tie 0.190" - � yn 9nF YJT\ Sar " tea vi 7�i IFN d �..�= Si OG 9 a rid :r•r. n,l - lcvl FI--3.000" D.129' "`•�.. MrA kk �p Aelara60 8 $ Mtt471N'tiC'J4 Ra "C AIInLE-T�Rlinn IE)Im1uF01 TiV Y.al I; rN n,.wl nl•. Nr �i � �-� 3 l ABO" ' .YrW'-sir=J:CO•LRt9y.. I 1.I t7 rx 1•n NI>I11I In CRi OVEaur 7 nr rc q"MAN'. IIXNU)el r30N1AF NTNL �. 25"MAX. MAX. •+c..r vn.c w•lALwr LU MTT tf LTF' 1 wM(nW -k lwn..waenl BUILD -OUT r) w. s r n2Nr aW- G 1 )1 ra MplFh Nrinl DISTANCE T• dl T1 A0 MW'NrP Y a n r lu rTrr \ 1,pOp+ T MrA PIYT ITT 1. M\Y'✓eat"^ x� Al r .:f' l!IAI.IU rdl A4!IJ Y (N Y5 Iv YN.tl '" -ERRED 1.D�" T.]f+'bYl ,a, 4A,�1 �IIMM1.A'_.NrNEaaN� •''.'.N[ImIYr 4-ripe; " 1 JUJI aw 3.Sao" A' emu vn:'r: NTlEN"AP' .; MAX. �...^.5• MAN Q I•unPunl MaUN) c1 anlG-In IMI qq� •■ .,'Acw .cis r3 .w n, s �{ 1.50D w i ,vu ae na R ULL 'tt 14"MAX 1.A ,A wi"i. ADN.1T l a"'FAw •MA \mL ",)+ �AGRNEAat961RW DFSNI EMBED x1r Sti.cm-, ms 11t T.- NPAPMWNT 4WSUPEDF3A8 Y4'ClJF n1.•bn ld••r..V i ESiM i� ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS PANEL FASTENS AS 12 5" O:C. 2.3" E D ANC! sl, MAgamo1N 4LICMORComm TYPE Pe IW3 4 IUPTOo'•D'. III TO 4'•a` 11AN UP TA3 •-1a" lY► 'D C2 Ca 14 C N C cY C4 aM TYP[ C �C2 CA - tie3 LOI4"OM G[o [1 UL C 1 TFA a ) 4 P A A iT ( 1 2.. 1e 0' 1 .7" 9.9" ] .5' 16 ' 10.2 b.e" 2,5 Ia.O A7 & 11.5' 16.a']L B' &0 12'S"160 st, 6. Q5' Sic &] 55" 11: -E.S 1 !Be,6 fa 03 S6a 9.3- 63 Yt.f 1 S" 1 s ]60 0 t 11. 4 4 54 1.. 29 12.9 /i0 a'1 1&0 &1 S A" 34" 12.6' 16a ] ILs" 160 .1•' 6;4 125' 16.0 &S " IA" I%YI ill f Y J/ MN )l OFTdrIT UST - act AAa 41 49 $a 7S 13.5 16 a' 14.0" 1S.T Zo 0" It's" 7 0' 16A" 11.0 12. 6" /i D s 30}" B 0 0. .6' 12 1B.a 14.s' ]l 18.5' to 0 it A 9.4 12, 5' K. D 1 9 s.4' 1. is, 1 3 125 , Mot, li 9' 9. 12.5 ,..::I 6 0 1 n:s 32 5 36.a' Li" as r ALL 74 0' 11.0' A6' L2.6" 0 G 1 ■' P.S" IJ•"W a"rMIMn IS ALL & wrseotm see' 49 NIFSIBw' aE kF'T�• SE S' ]0.a'Ito Ma' 11]" ir1.0! 23:.7".t3 42 S" !NG" 140 Ro" sae' iL9'.Si D^ z9° 1211111z'• 560" t2.a 1o,T" 12.5 12,5 161 I5.6•' moll 14A"' 13d•' i211'J 12 5" 11.s' 16 D•' Yi D' 11-.5" lab' 12.5. 1o.r L2,5'" LB D 12.3" L6 D 110 106" lici ]6. 1 S : '• 16A' 1 S•' 6 0 1. . rNFrt, / ri 1S wN1 rAMr MAIr 1 da N x 62 7 12� z IL '1A 'I■ 1s,a 13:1 1. ] a ■ 10.P 14,2 12.4' 0 1 fa 0 31a 1 1 a ] 1 L2.s qn' 13. . ll ti 5' 1e e" la 112° 12.5 16 a•16. a Sao U.S., 160' 11S".13.i 12:s" 36D Sss 1.2' ,. 0"Ali 1 1,S„ i u Su 1.BP EE)GE DEaTANICE 1/AP N 1- CAGO, trY 3) n fPNlnI INAI nN 41 40 62 12 A I•,/A' IMmrl ) IPMMI II NM:UN 41 40 b. $2 It 6.Z5- 0.25" INS a 2y 1 B 11_S. 70 3" 6.15" 8.]" 7.1^ 0, a• 36. 6.H 67 6.15' iv &1]" 7,1 d1.7' s.16" la S 5 6.29 1. ^ ■ 2 3" 3' P a. S" x s g V4':Y' I.1/A' rMMru 73 fTW ie. TAFCON 41 Is $2 11.5 1LS' sa' 1S6" 6.0". 5,s-...25" toe'. 1 ^ 4a &33" LD 7" 12.1" as,8' !"" ].0" 6. E5" 07"' O,l" 4a' 6.15" 10,i 4," 4.1" & S • 12 T• .6 " 4,6" 01 la r 6 1" 4.0• AZ S' IO.. 41' 4. - ?" S" 7 L' 0 5" 0• " 4I" Px" Y /7M rNerU is / SOLID SIT I Au o1Rrq 4 49 51 o'i1Rdw I. 11A 10 a' 1♦1" 19. ix 5° IS 11 '.7' 7 ' ti 5• loto' St.' o' x 1:5 0' L. ' 9] .5- 1. I T a 76 0 .6' -3' 12 .$" s&o" a" 6. - ,a ILL C6A" S.I.;i '. 11 "' 16 0' 7.7 6&" 12.5" 16.0" 7.7` 6.1" 1215 1 a' 16.0" 6.■" 72' 115" 3s ' T.r` 61 E,6" 36.0' 77 6.2 ss• r ' A It's r',�a 16.0 71' 11D r, t' 1: 11l.11 1/d• a l Ir•1• fNsm 3 rrwArl raxra YAlr 41 4a 5t r2 12.5 76.a' q.4" 3.9. 6. a" 71 a' 4. ' 4A" &2J" 125 114' S2" 48' Gi 91' 2.6" 3.3" 6,1i" d SS S' 4.4' ]"' 6.25" 9.2 ).5' 1 8" 6.25" '.25 4.25' iD. 9.Z' 21" is, &251' 3.]" wa 921' 7,5' 7. 41" &1b" A] a- 10411! bDSTANQ MeK aELaa ANCHOR FR&9aUaE a ITV t if N!M LIP I) 4' ' H ITV , III+ M �e TYP' adwa TYPE a a C3 4 rt CS CA Cella me a CI C3 C4 a• 32° rArlim Ai iM,II/TIMV 41 46 Sl it 12. � 6a 1 ,0" ,9 ' 1 12.9 60' 16.tl 7,5^ 1 .S' 16. 6.7' 0 6 13- 3a0 1st e" 9• t 12.5' 36 0 S ,1. l D ' 33 S 1 0 146' 6.0' 12.9 1 4,a 1& 75LLS' 160 147• &U" 12.5' 190-142- 6.0' 11. 5 t7. ? 1 0' S 1st a 1a,0' 14 4 6 9' 11. ' 12:5' I6 0 as t47^ L.D" 4r O 1 0 32 5 125' 3 0p"SAT AO' 0 1♦7' 1 A D" SAr3 GOLD 33 Wo0D icar1Y 41 46 31 71 1. 16 0 11 101 12 8 0 11.1 7, ] 5' 16 0 10.6 6.1 L2.5 60' 1 1," 1 4 B1 12.F'. 150 97 5.6" 11S' 16.0" 9.7" S.6' I3:6 13.5 SZS 16 SL 0 ° ltl n'1t.1" 140' 9.61 70 Tr' q_I 12.5' 5.6 12.5' lb. 0 Sea A 9'fi' 3. 6 'e" ].e 9.6" 6,6" 12 125., 115' 14.1 9X Iq.O" act" !.6 6.0" 111 16' 4•,-1/4"Dn000 L 1 S) TAP CAO'CFK' 41 y. 4e T It�alarmww St 71 32,5 /2.5' 1 0' 1 " 160 it 2" 1 . 1 .5' te4" 16.0" 11 S' 9.Z' 2.5' 32. 5 1 .0- 10.2"Jiffews 16.0" $2" t2.5' 1 11.5 16 i1,4' 190' 10,3" a01 1" 1 0, 12.9' 12..5' u. JI, Sa.G' 160' 16a• 9.t' 'A a.l' 11.5" 12.1' 22 W' SBA` 9.3` 16. 1' 9.1 i■ `'&1" D 71101. ) All MINI NIU'YIV 41. 7 N iv P 'sx c Oct U x la. 4 r� 51 a'>"^" 72 Z. •s' 1 6 1 . 4 . 11.e 1e-a 0" 1 9" it ]" e" 8 " I ter � L2.5 1 4' S. " S.0" e.2S" 3L3' .7' 4 /,0" q.15- 1Z(2 4.7" e,0' 11. 4 F.5" 1 x a S' 4.T a lE 3' 4. " 4. T 6.I5- 12,9" 4it" l:r 4.as 17.3" 47" 4.0"' q,D9' 323" A. 7" A.0" DES'• R.3" 4.r" J0" ANCHOR NOTES: ANCHOR SCHEDULE APPLIESTDALL PRODUCTS 71FIEDHEREIM BUT ONLY PROVIDES i D� IXJ ES V MAXIMUM ALLOWABLE ANCNQL SPACING, MAXIMUM ALLOWABLE SPANS HEREIN, PRESGU PES iNDICAI[-0 IN SPAN SCHEDULE SHAILAPPLY 2 ENTER ANCHOR SCHEDULE d4511 ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL,a HOR TYPE. SELECT DESIGN LOAD G ALT NEGATIVE DESIGN LOANC N D GREATER ER THAN ORE O MS E CONNECTION EC MUTYPETfR BASANDED SELECT SPAN GREATER THAN OR EQUAL TO (SEE MOUNTING N. DEEM CCNNECnONTYPE t)ASE00N APPROPRIATE MOUNTING CpADTI(ON (BEE MOUNTING DETAILS ON P F[ SHEET 2 OR PASTIN CATION STUDS USF 1I N TYRE . 3. "PANEL PASTEEO MARE STUDS USED IN CO.0 PANEL F WITVIER PACINTMG LE VALUES F `9"•TRAL7C 5T DDEo ANGLE ETC 115E 6.15" :C PAN L F FJLSPAQNG TABLE A ES F00. ( U 0 E ASTEN R V LU ) ALL "H" • AND S SHALL EASof 1 1TAUEOKLiJOIIN ACCORDANCE CE Wet ZO 4N) R ANCHORS SHALL 9E W�TAl1Ep INAfYgIIDANCe WRH MANUFACTURERS:' RC{DMMENOAT7ON5 S. HOLLOW BLOCK FDST STRUCIURE SHALLCOM MM TO ASTM CAD l0.:OCh, 6. MMIMUM POMMENT BMALL 8E AK NOTEDIN ANCHOR SCMEOULE. r M TA F p MINIMUM EMBF1)MENTAND lDGE DISTANCE EKCLUD6 STUCCO, DAM, PRICK, NO OTHER WALL MNISHES WALL FINISHES SHALL BE UMTIED TO 1/4" MAK OR SHALL BE YERIPIED BY OTHERS TO ADENZUA'tW TPANSPM LOADS TO HOST STRUCTURE S, CONOWE Ar 04M NOT ED HEREIN ILiiALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9, MERE MBTi STRLICI'UR& IS WOOD FRAMING, EY"1617 NG CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARF INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTeNMG TO PLYWOOD IS ACCEPTABLE ONLY FOR. SIDE CLOSURE PIECES, 1D. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTE0.0F NOMINAL 3" jl4` {MIN,) WOOD STUD ("/'" 95GE D/6TANCE'l5 AICCEPTABLE FOR WOOD FRAMING), WORD STUD-5NAU. BE "SOUTHERN Pt ° G.D.E5 OR GREATEE EIENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, It. REMCIVABLE A ARE VIALT P LM IJIS SH DE MINIMUM AYE, ALL -FORM O SOLID -SET a O THE CMSHING- L2. NAACNCNE SCILEWSSHALLHAVE ij1"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD TRUSS HEAD, OR WAFfR HEAD (SIMIRALK WIL7� U.N.O. 13, MINIMUM EMBEDMENT ANp EDGE OIST�iNCE tT.KCLU0E5 STUCCO OIL OTHER WALL FINISHES. I4, r DESIGNATES ANCHOit IX MIT NS WHICH ARE NOT ACCEPTABLE USES. Its. * DIRECT MOUNTING CONDITIONS. I& LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEOLILES U6TEQON THIS SFiET. F Y'NJ1XM\ 1 of 0 -4--P N N S O� O P Q� L d C O 0 C � i c Q O cis U_CIO O CIO .� Argil E �� o L .a Cu � U) Q Z Z W J C%j •� o i W y� M JC W � O oa. r:. o Uaa C 4E or,, N •o m Inc Li N C d O b- W CA Q n C-4 t O N CV Y GI a) i` r= s �_ Q = L3 3 ra 03 `! Ile •t= 9n C CD G. v w C ^ /W -Omni C/) CIO Calais O 2 C/) CL co O L ■� V) MWCC LU C G Q Z z Q J a SHEET NO. SH 1.5�