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HomeMy WebLinkAbout36357 Flats St3 -v rr Q LO 00 R L0 L v V) 0 .G 0 LO d O I ftf Lo 0 M L0 v ro- 0 .a 8 3 to LO CO I / LO Cr LO 0 C N O a E 0 S L C G J 0 U J AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. 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 BLWorBLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish CIS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor DATE 08-20-15 ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir 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 KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKNorThik'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 Vett. Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS VERSION DESCRIPTION 1.0 NEW BASE PLAN 01-04-18 2.0 2017 FBC UPDATES 01-31-18 REV. 06,23.22 3.0 A-ELEV BEAMS ILO LINTELSAT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 11-29-21 5.0 FBC 2020 CODE UPDATE 6.0 ADDED ELEV KLM PER C.M. i i i 1 FW 1 .F �� I #--- L-11 3085 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. > W a N cc w O - -= = N y c 3a� Cr) yo •va.a.a f 3 �-JU � L • V p i N Ccc N _ C- d C� Ci per_ v, (� cal 0 CL `b 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. rn E Q C) � 8 o +�.. N r 0 oo co N in�ti� N C:)9k w 52 C -1 2 w W J U- W 5 p• ,z LLW��pjO1 m w Z Cl) Z Z N 'd 6 y W V M � N M 0 z � z o � an r` M N z C ^ ' uJ o 4—+ u- f6 w � .a U O w o N ry �N Ca � w � i z. C) O N 0 Q o N Of o J � r< w Z Q � o Z. zo EE U os w?00 =© oa p C ca G o¢ 00 O K QCS? C_ az p X, ` "� _ <a U m� o& Z C ~°off �z z go W ci � wLL wz y w o ¢� >° s ola a 3 N O[^JLO i.i. W LO m cc CL ~ d- o 0 m M V7 T }� U) W M C\1 ILL N CD LO 00 C:) to M co N r c �.} 'v o Z m Z M iri E = A E ai 0 � ¢ a 3 JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. C S _.. - %_ l . 01 C) r•M L0 v C/7 0 0 0 0 J to rn CID -.4- C) I i rr a 00 rM L0 rn v N 0 0 J CD EED 0 I rh L0 4 v co 0 0 3 Q N N G. E iu 0 v J U i i 0 v 01 N 0 CN 0 0 0 O 3 TYP @ 2 STORY O D S6 A S3 25-SH VERIFY METER LOCATION WITH BUILDER H.B. I EGRESS 5-SH 16" DEEP FIBERGLASS D VERIFY OCATION �,P I o0 iv SURROUND I PANTRY a S3 ELECTRI AL PANEL K I oa I _ 00 �-K -1 w -- FLAW CLG. S4 - TB in 11'4" TILE6' ; F 22 II P PLUMBING I I I I - I - oo --- LINE TO I I I I w - BTIH_0 i SECOND FLOOR I i I I > m r' TCLG z cn GG -- 2x ALL I o� iw� b 0 G S3 2,-0" I, I I I I I O I I O _Jr N BEDROOM 6 2 CAR GARAGE ;u- f 286 SC TYP 2 STORY PLUMBING 6 WALL �_ 8 8 FLAT CLG. H2 8'-8" FLAT CLG. AFF I O f o I l I 10 l I z L @ LINE TO CARPET --- -I I I I I o J SECOND FLOOR EDGE OF SLAB 2" I Q I S6 `� 2668W/ 3 J"X3 4' P. L. 1.8E BEYOND WALL H I LJ oHDR AT T-4" HTT4 @ BASE I I I ----- I. CC W/O I > I I r - - - - - O O -- - I S3 UPLIFT I o I I l I l 4'-0' ---- - --- M I o 1 coo I I 30 30 I M i _-RANGE t - CDt f I I PATIO 1' 4° 3'-0" 2'-2" 14 10" I I I F `0 26'-4" 1 1 C H N I j W 1 BUILDER TO PROVIDE 21'_g' I I o 0 O E rn '- 8 8" FLAT CLG. &, 8 FLAT CLG. I A PLIANCE PROTECTION WHEN I I CMU COLUMN BAS _ �n w CARPET L_ _ _ _ T1L� 1 REQUIRED PER FBC I NOTE: FINISHED I w/4 SIDEDTAPER D 0 ___ _ ___- _ r 1 L S'IINKW/ DISP I 1 I 2'-6" I I WALLS TO BE FLUSH. I I WOOD COLUMN, SEE 1/3.1 VERIFY IN FIELD. L- (TYP.) _ co N D.W. i :. J ---------- o 3L 24 - JED 1s •3 1I C° S3 f ------ --I-1 I I I �r I - - --------- =` N 6-10" 4'-2" 2-3" FOYER 3068 ENTRY � 8'-8" FLAT CLG. -- -- 1 - B I 8'-8" FLAT CLG. AFFI [M i19'-102' 1.4'-1 66 ;r 60 iV SLOPING I �I � _ HALF WALL I HDR AT 7_-4' r_7-------- 1 - - - N GG H2 - - - - -2 S3 4'W" PT SYP #2 POST w/ °IN N T _ O� ro0 eo i I f I cD - 3 STO R . - - - - - - °- �° M FAMILY R M T SIMPSON ABU44 OR USP - - - _ taSLOPE CLG. > > 3 �'X3 �' P.L. 1.8E PAU44 w/ 5/8" A.T.R. EPDXY _ - _ _4 _ _ _ - w/ 12" MIN. EMBEDMENT 8'-8" FLAT CLG. W/ HTT4 @ BASE CARPET 4 - FLEX (TYP.2COL.) ----15 6 7 I ---- 8'-8" FLAT CLG. O ---- r� 112--- CARPET `' o ---M-8 z� -GG S3 T+42"SLOPING GG TYP @ 2 STORY 60 A PAD AC PAD S3 Cl) 3 S6 HALF WALL 107-F-PTI[I 111111 011111 11111111THIF74 1111111111111111761111 IFT 1*71177LI111 101111111111111111101111111111 1111,y] H.B. 1 TYP @ 2 STORY (&/ 8 S3 S6 42'-0" W "I HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow O/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 38 J 1821 X 371 S.H. 14 20X50J 184X50 S.H. 15 20X63 18JX624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. iH3 271/4X38J 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 27 4 X 72 26 X 71 112 S.H. 22 37 a X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 $ 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 374X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 # X 25 J S.H. 33 54 X 382 52 4 X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 524 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 +28.3 / -37.0 �E +26.6 I -29.1 �F +26.6 / -33.5 SEE SN SHEET O 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 1111111N11111111MASONRY TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTAL AREA 3643 PATIO 24 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) s+, c*%c N to M >_ 9 W CL 6 EL a Cr 3 d r.+ a> C.) d c p ,n C1 E m c, .b M N O CV ti N e, 0 '. fl _ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q EE S cj M 8 N cj V 6 A N O' C # � � V UJ N � � � YU/\ rnr--�-° if w EL d .y M LL d Y U LLL z o Z 2 S 0 o Ewa 5 'co N cfl oe J W (0 1j �r- z z w LO Cl) Z H aO N O U ❑�❑ Z W L N th Z N � o � � 7 Q � J un N vo +� C UJ ® m U 0,.0 N o :ti N =,:§ r mi,.. - ES $ . ulr L C i 0 °J c Q ° ®® N �� o w � zo o z a � 0 IU U Wo z ® o a H ra �o ?o o o E 0 °� Qo ww o 7C: 3 Q mo 0' z < z 7Ei o oM o <a �z z go ) z az �a =3 � Y W �I0 } CIO O > LOrn LO u , Q 0 CL ~ (a �O C:)J O Y U r ^ U) ° N m 00 LID T U) Q 0 in CM i 04 O N LO 0 r- hLO CY) c T ui E M o z E O N ICUC rl E U J Q 0 JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. 1.1 i 00 C) O LO L o- 0 .n Q C) 0 cn LO 0 I N Q 00 C) to LO 0 0 0 J L0 0 I N L0 LO v V) Q tz Q la7 O i a 12 N E 0 0 J 0 v 0 r7 0 0 0 a. N CN 0 co 0 Z S m 0 (. / 1 V-4" I CUD) W " W BEDROOM 5 H1 8'-0" FLAT CL6. 6 CARPET D2 I TYP @ 2 STORY J i TPI t -TB- 0G__ C� O. BAT 0 8 0 FLAT CL TILE o� C =w w U) Q Z - 2068 B F r 7 3 MIN u • M. in to J TYP @ 2 STORY SO 48'-6" 6 OH1 D2 25 SH EGRESS 12'-02" BEDROOM 4 8'-0" FLAT CLG. CARPET 3'-4'" 2068 B.F. LINEN 01 G R&S __ t 4 SH Cl) a w gl � Cr OXoo U) INc�t�u'I I __ -2868__ m m z: Ii -A Q Q I 0 !LAU Cr TILE W.I.C. I 2668 OPT. D PTFY - C 8'-0" FLAT CLG. I I' CARPET co N - (V RROUN ! - - TP -BATH-_ 8' 0.L FLAT G G. ° - - TB TILE W CD 10 co N - o - R&S J HANSON BOX 36"AFC Nall D2 2.1 I co I N I EXT. WALLS TO BE 2X4 #2 SPF @ 16" O.C. U.N.O. BEDROOM 2 8'-0" FLAT CLG. 60 CARPET ® 2668 W 00 5-2" 2'-4" 1 1. Kn 2868 DRYER VTR o IU_ OWNER'S SUITE +42"SLOPING LOFT 0 HALF WALL 0 0 8'-0" FLAT CLG. 8'-0" FLAT CLG. 0 CARPET _ - - - _ _ CARPET I � I -----51 f 00 ----6 7113 o II - 8 1 12 - I to ---- 9 1 I 0-0 I ----- 10 II i! I 2 '-21" z 3'-71i 2 I 3'-11" I 14'-3" D2 SS TYP @ 2 STORY / ') \ /3 8 42'-0" 48'-6" W N H1 FC03 7.1 12'-8" 1 D2 TYP @ CORNERS U.N.O. BEDROOM 3 C9 in 8'-0" FLAT CLG. CARPET U) W Lo C V H1 6 D2 0 I ROOF G.T. I i I I i I I i I i I _ I o ----- TYP @ 2 STORY - - I J S6 CAM H1 D2 N HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED �* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20 X 381 184 X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 182X714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 1 H6 27 1 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 364 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52' X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 1-318" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 I -32.2 +29.7 / -39.7 Q +28.3 / -30.8 O +28.3 / -37.0 O +26.6 / -29.1 0 +26.6 / -33.5 GC� 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 1 +29.7 / -39.7 WALL LEGEND 11111111111 MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 6-0" FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTAL AREA 3643 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND FLOOR PLAN E L E V-A 1 EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"=1 r-Orr (GARAGE / LIVING) � c >• W ci C {p V M 'O CM a< Cn a CV t Q +Ci N �9 c �_. V••-ate... 'Q 3 � a Cr. ca A H �8 a � a C M N 0 N co l t" S4ftuit'I2r°A To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V o C o 0 m CC00 ID ® LO N ] O u7 M V J u_ W J LL o wo_ � co o Wi �N C` Y Wi°' °' n m w Z L co IL d < ZN OU 6 W 0❑ Z N M o � N z iz CL CIO% M z u- C �-1 Q a _ L � U s O W) V) w � E r = w 91 C) o • ¢ N iol� ti CD Zz M J 29 z0 Z Z Q ry„ Q ¢ Zo Q O0 Z0 rr6 Uo o E a &a S, a It az w o rz iz coo S C IU �2 Z, m aW a gZ WC) <o o v <F >° a zla o 0 c Q = n > ^ L / LO 0) M Q 0 CL ~ CID o 11qr :3 Mt cy.O O T- U) s N M 0 r Q cn C-)I O ca o O CV 0 0 cfl L.n 0 04 Q M CY) w-- ai m It Z Z :3 iri E 10 V) f0 _� E -a a? c c IL U Q 0 -J JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. 1.2 3 v S Ln eD L0 v 7 Cn O Q 0 0 J to Ln to 0 I M it Q LO 00 0 L0 LS 0 Cn 0 Q O J to L0 0 I M LO 41 v N Q rn C r� 0 i v a N E 0 r 0 CL 0 v a LZ N N v 0 0 Cl- to v 0 w 0 z 0 m 0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES w / MEDICINE o CABINET 00 `r 0Z 0Z ILLc7M �cco TUB/SHOWER FINISH PER FLOOR PLAN - MIRROR DW O M KITCHEN ISLAND O F- BATH 3 �0 S LiLl HOOD 50 TUB/SHOWER FINISH PER FLOOR PLAN 0 0 0 O Ljly.�IIM RANGE NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I TOILET PAPER HOLDER v 0 N SHWR. SHWR. CURTAIN HEAD ROD 0 0— TOWEL BAR IN TUB OR SHWR. SHWR. VALVES t° SOAP DISH O 'n o c� O TUB BATHROOMS, SHOWERS AND TUBS W .piL" 1 KITCHEN F F.FE71' LLI 11.71. J I �1 - El. tz I I OPT. REF. KITCHEN fT CONT. HANDRAIL RETURN TO M WALL DETAIL. SCALE: 1/2"=V-0" 42" H UPPER CABINETS- 36" H UPPER CABINETS- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS o COUNTER TOP 30" H BASE o (.0 CABINETS C? 00 It 00u- rIN r� ao in LO 2x C° T a U? C? FRAMING ---------_(IN o 0 1/2" GYP N Cl) N N M BOARD FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING DOUBLE RODS BLOCKING AND MOUNTING DETAILS w U Z w U C w 60 ^h 2 O M -713 " PLYWOOD @ LANDING L1 2x8 #2 SYP JOISTS @LANDING @ 16" O.C. w/ SIMPSON A35 CLIP �11 OR LUS26 HANGER EA. SIDE SEE I— PLAN FOR CLG. HT. 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM 7 1x RISERS & TREAD (TYP.) 5 �,' 4 3 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. CONT, HANDRAIL We] 2x8 LEDGER #2 SYP (P.T.) w/ (2) 1/4"x3 1/2" TITENS TO MASONRY @ 16" O. C. . O F- OWNER'S BATH O 60 INTERIOR ELEVATIONS SCALE:1/2"=V-0" 1 STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch, Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: 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 % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: LO Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION SCALE: 1 /2"= V-0" c 0 CM C Q Q �LU W C5 o=cm C l0 V N � m x = C= N •p fV -C � 3 � L � •� U Oi L d CD C O 0 M fV O CV CV rya 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. mom H W g0 v E 8 o o C.: n O ��00'n N �r`ZJ2 a CUM =J .7 2525 # LL LL W J LL W 555 D_ 5 +n V Z 1311 W @av a i M C, O W mt"`T W � rnrno m LW Q Z N OU U O ❑ � N M O � CD N N z QX 0 ,!cam w 0 cn w o r� y N � W c W E of U m N W 14It � Z< w M � � z Q U- Q E zo ��Z Ym s z® 8 � �� _ ❑a O ¢ p< a Zto az o wz '0 = ¢go Ooff.2 U mg h ZF Zm m Q W O z�j UCn F tl O W.� g 2 O W m 0 �Z = r o 6j � o MilliH zla a 83 O L�L LO L0 v m M (a O c~ G � O O YY TM� O N W '^ Q 0 to co N L0C:)o(C=Q Q M cr) --- r E c It M Z IQ z E O E U a Q p JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. 2 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — 'Ile 3 LO 00 r9 L0 L 0 in O 0 O J co to 4 I N x -i Do t") L0 LO c (n w n J co L0 to I N L0 WO V 0 rn -C` 3 a N E 0 `v c J U i c 0 0 U J N t.L PM O N ci a 0 0- N N n d- iv S 0 Q z m 0 N F CJ / WEEP 12 �5 12 5� F4 F1 1" x 4" SMOOTH TEXTURED TRIM / BAND -- — — — — — T.O.P. 11 HDR HGT. ® 1� , TEXTURED _` � i� �! 1'-4" 25 SH 25 SH / ry rvr� HEEL 35­SH — — — — — -- rC 2nd FIN. FLR TEXTURED CEMENTITIOUS FINISH ON C.M.U. T.O.M. I I CJ / WEEP ------ ----I J-----------------�— ------HDR HGT. --------------- ----- I F23 F20 I F1 F1 I I I I F5 ~ i l F1 FIN. FLR_------I--- I -- I-- -----_ ------ ------ ------ ---- ------ FIN. FLR. IbU7U OVERHEAD DOOR F22 1 F1 FRONT ELEVATION — Al LEFT ELEVATION — Al SCALE: 1 /4"=V-0" a0 R ON _ N IZIaO r 00 N. PRE-ENGINEERED TRUSS REFER TO STRUCTURAL PLANS FOR BEAM SIZE 2"X4" TYP. i r MIN 7/8" THICK EXTERIOR PLASTER s (PER ASTM C926) OVER PAPERBACK METAL LATH, OVER WATER RESISTIVE BARRIERS, OVER WALL SHEATHING & FRAMING AS REQUIRED / i i REFER TO STRUCTURAL —� PLANS FOR POST SIZE 3E" s , 2x FRAMING AS REQ. s POST TO CMU CONNECTOR - REFER TO STRUCTURAL PLANS (2) 2"X6" TYP. rn W U) w 92 Cn uJ Ir rn w >r (1) #5 VERT. @ CENTER CELL AND (2) OPPOSITE '•': .j ,..P CORNERS, SEE SHEET 6 br <: FIN. F R. SEE FOUNDATION PLANS FOR FOOTER SIZE COLUMN DETAIL 1/2"=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 1-112" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 cvr c*a ' c ur C o ,� eo v eri -o«sC-4 ,yam n,x ron Cp, w � .+ aAl �a A2 m M 0 N E 0 r` `Kam' a� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a C) aO� E �, N O N 8 - r 0 N LL IJi CIL a - M a a d ,J LL L U J Z O Z — o L 9 of •�,r W W N_o j •(O 0] Ite J Q U ( Z LLw LO N M Z U co 0 H Z O U ❑l... W Z N M � o < ^, � -1Co M C!? o 4-1 ,.: OWN in �.. V c LA7 J 19i'Y m Q? f..) 0 7h < m Rolla la C M J = ` w 2 Q U_ p E U �o ,M oa Zp FT- ro p cot o , 0 4 °adz ? o < wz m Iro wg �w t!� >� ¢1 U �o}z mo Z , a 0 o a w¢ 10 }o MJ v a zla ° 3 O O > (0 LO 110 m Q 0 ULO m m r Q ate-► O Cn (n CM I � O Q O .0 r_ CV LO L.n M Q l� E (.0 lcl" Z z E E N m c c a E U N Q p JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. 3.1 v+ i rr Ci Q 00 0 rh rL0 N J L0 -d 0 I FD s rr Q 00 0 u7 u7 v 0 Cn 0 0 Ln CID J co 0 I i L0 v 0 o, 3 r"> Q CN 0 v E N E 0 Cl- `v c c J 0 UU J a> O S CN N N CD v 0 z 0 a m ,o V) N t` -ICO C0 co bo 12 12 5� �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED — — — PER MANUFACTURERS SPECIFICATIONS T.O.P. HDR HGT. rm/-kivlr_ 25 SH CJ CJ CJ 35 SH 2nd FIN. FLR. — — — — — — — — — — — — — — — — — — — — 14'-10" FLASHING 6'-0" T.O.M. ------ --——--------———— ---- — -- ------ — CJ / WEEP HDR HGT. %_ TEXTURED CEMENTITIOUS FINISH ON C.M.U. ~ (TYP.) __% FIN. FLR. 5068 SGD T.O.P. HDR HGT. 1'_0" t t 16-0" RIDGE VENT REAR ELEVATION — Al 12 5� SCALE: 1 /4"=V-0" 12 SHINGLE OR TILE ROOF PER ::�5 COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS RIGHT ELEVATION — Al SCALE: „ - General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.G. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 C ha CM M y, Q W C i0 CM C-4 LL. C fs. ® , CcCN E d U• a to e a `+ M N 0 CV Co N o r do 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. a E 0 M U V ® N 0 6 � - 00 W c=3 CIW 0)M k W JELL a -- Y, a 4 Z m C:W Co CV r9 W(4) m Z w Ci N MZ a Z O U) U 0 W EIEI N (� o g Z 00 � N Q r c�7 z `o LIM C� LL 4.1 W � � U O N w o ry Y �N c� J E m! rJ ) 4 0 N o w M 0, z < u E E zo o >o a E U z ❑a H f0 CL g° ?o a E & &< CO ro t _ Z W� o OO y .0 ° ¢ O i C 1° zZ Z m J m ¢w 8 o- go o<a Z w o w° 1 i M v Z10 < az °� N O^ N M Q M C O � 0 Y U r o N m m LO _ t) T Q W N � C)C:) -� Q Q) 00 � (0Ln Q M � E N C CV)o Z E O N C E o °? C 0-V _J Q p J JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. 3.2 a_- - -T- io-:-ti It _. I-T i v M LO L0 L (n O 0 J co co co Of - 0 I M Q L0 0 r0 Ln Cr 0 .o C) 0 0 J co to 0 I M L0 cn a c 3 M 0 i d r E 0 z `c C 0 •U J N L M Oco 0 0 a M N 0 O 5i 0 0 z 0 m 0 2" *NOTE: VARIES 1'-10" 12' CAP T CAP N cal FOAM TO BE USED 1" RADIUS CO 2" 1rr 00 ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENINGVARIES TIN ^ N 3 1/2" RADIUS 1/2 RADIUS q 1'-54" 3/4' RADIUS - _a BUILT W/ STUCCO. 1/2" RADIUS 1" 1" EDGE OF 1" 4" VARIES )iC r- ih 1" OPENING VARIES N o 21" VARIES 1'-4" r1 r 12 VARIES rr 1 rr TTN 1 1/2" RADIUS 4" 1rr 3rr 34 4 M17 4" 42' n1 C4 , � Tpp - cola - mot' � M 2 1/2" RADIUS 7 - (0 TTv VARIES 121 3z" 11" 32' 1" N 3" 1rr 2 ,rr z 1" 1" BASE BASE MIv 1 rr 1 rr T •-N T 4rr Orr 1r 8r 3rr 4 N ' I 12r *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES = 1 1" r`r DETAIL TO BE 2rr 2rr BUILT W/ STUCCO. 2a" EDGE OF OPENING Err 1-1/2" THICK 1-1/2" THICK 0 4" 101, 21- 4 10" 6" - N d. 17 (fl _ -IN b r� 3rr 4 1rr 2 N 2rr Orr 3rr 6" 2„ 2rr c� CO w � w = M I > % 1-1/2" THICK 31" 21" ^M T 2 -4 1'-10"v 52 1 5 52 54rr 1 r Orr 3rr io _� IN - NLA 0 4" 1" 12' VARIES VARIES 2 W 21rr 122" 1 a I I i VARIES VARIES Orr 8rr 1 rr 32r , - - r--------- _ N i N I 00 - I _ 3,, CYa �1' �, 6" 4" KEYSTONE F11 0 - rn OPTIONAL 00 e KEYSTONE F11 1" OPTIONAL cD �O I Q 1r 1" 44 - CDR4r�3- v 1�2-' 2' 4" GARAGE DR. OPENING 4" ' 4" WINDOW OPENING 4" 4"N M NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1 3 1 14 1'-6a' 14 12" --- 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-i2" 54" T-8" 7" N 1 " 4" T-0" 4" 101, 1'-4" 10" T � CO oo d' z - CV CO 1 rr N 1 o R63 N C'7 Ch r 1 " RrO, = 11rr 2 CV� CC'�7 - 1'-1" 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N C cv C:� c 0 cV7 -o o w m H W 4= L In .fl CV t N O N ze °' m Ta 3 L CU ��•eo s, N S� C E l4 0 � L.f L O M O N N O ra�' S 4 \ �,,•�' t- ly' fit' . iJO .7:3, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W �E 8 /r V O N � N n W o W too 7 ,A N s# r r 13 tV Q # W M V U- C J W L.L. — - r d Y a M C n Z 0 �i W Y"C �'Mr- (p o� ° X0 W ILz °' J NZ a LO ZN OU U) W El [3 M to � � M O N z o � z v �N 0 o w M �r U OLU o N .) (Q r— U) W J _® 8 = w 0 y " N 0 o W M z ¢ z 6 LA- �o >q p E U o° z z® oa Eco ro OL < o ? o o 0 oq �z 0 Cn M c ao mo Fz �m m ¢w 2p cn 3 wLL az O m <¢ oLL M w ¢ d O OI¢ 8 N O Lim L J ^ ' u , o, m Q C� CID 0 O O Y r 0 oCD W m Y , co r Q O 4CM I co C14 o Q Lfl LL 0 toY / Q M C r E c M 0 Z N Z E O to N c c a.0 Q p JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. F1 3 v 00 to to L0 0 0 C) 0 J cc S M i Q to 00 th tO cn .�G 0 J to L0 0 r7 to ED O C V) L Q M v a E 0 `o c J i i 0 J N 0 0 0 0 a N N CV �P 0 0 0 U Z W (n ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan Is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY PET DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G F I GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET ZEE DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 114 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 RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-9 PUSH BUTTON SWITCH (OPTIONAL) 19 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) 1 Q TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH o� �J L ROUGH -IN FOR OPT. CEILING FAN �27� r CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP to lights & outlets to appliances and GFI to WH a Range a HVAC 150=2/0 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND tDis SERVICE BY POWER CO. ---- INTERSYSTEM BONDING TERMINATION PER 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250,50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. lq� n *�R III`' I I I QLAO it E� SIFT 3 �IT� TO VE 3 VERIFY METER ZII 4U LOCATION WITH 4" BUILDER WP GFI N.B. , CEO IRRIGATION j Al 3 i VERIFY LOCATION GFI @ 44" A.F.F. 1 PLUMBING RISER / ELECTRICAL PANEL41 I -- - _ I SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO _. ROUGH -IN FOR J r - % OPT. CLG. FAN/ ---i ------------ _i _ BE VERIFIED WITH PLUMBER / _._ I 1 1 LIGHT PRE-WIRE�- / I I I _7-BAT - ' GFI @ 44" I I I G � i A.F.F.I I I I GF ,-' 2 CAR GARAGE -- _ / BEDROOM 6 �__- '_ DEDICATED RECEPTACLE I I I GFI FOR I I I FOR MICROWAVE RANGE =64 GAR. DOOR I I I C.M S.D. HOOD PER SPECS_ .� \ PREWIRE I I I -- — I I I Fj ----- i) ----- 4 7rr __ GFIWID- I I I -GFI _ r RAIOEI - __r_ PATIO _ I / _. — r T CAFE ! -II`LN L / I U SINSKWWI/T D HPENDANT AS -. FQR DISPQ ---�OPER SPECS ~- II 1III 1III 11II I I 6' I 1 -6" / I D.W. I GFI O _ L -FJ GFI @ 44" GFI —— -- - GF1 V GFI " j I A.F.F. 4 3 ICHI EN TRY NTRY I C.M _ ----------- DB p- - - --- 12 ;' -- ST.6R. FAMILY RM---_—__ - --- 6 l ROUGH -IN OR - --- 4 ---- `� FLE OPT. CLG. FAN/ - - - - - WP LIGHT PRE -WIRE GFI DISC. ROUGH -IN FOR \ OPT. CLG. FAN/ LIGHT PRE -WIRE TO LIGHTS AC PAD 1 U AND SWITCH ABOVE Ph I 1 123. FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: f4"=1'-0" �- ® o U n G4 c t o U M N .., .2 ® m M — eU as C. z u e1s ,a � cj-- E � v M cV 0 N r� N 6 •j ✓' j- ��`S'`d 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 odE O cO 00 N N N m 00 " w cooaaN LL LL y Z,� zZ C103,0 c o® m o Q 0 cC� 1-- Z W 0 6 ✓T J coZ Q o U co to N OU ❑❑❑ Z W M Y N o0 � N � o � � - U) N M :Z.2 C A <n U- LU © g l6 V O N U m'b. c LU '- - E - � S yJ �; z �W0 m N OOtis o J w mC13 M p ST z LL crf E Zo }N Zo CL E 0 o° w z O a co UO o E Q 6 0< Q ,� IL wO ° X Wz M Q Z m 0 0 0 U z 96 m J m �� <z gz o� zo > 3 >, > �`� az w Qo z�w ° 0 c Q = m cc � Y O CN U) r � ct3 N L0I LF_ N Cy) Q LO Q r- N_ 00 r— (D E w _' M o z Z E O E N � m cc E n U J Q p J JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. 4.1 I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES. - Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 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 PEff DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.i. GROUND FAULT INTERRUPTER DUPLEX OUTLET FiF HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN rQ r EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) HP PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH �_Z/� C/ J ROUGH -IN FOR OPT, CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANELCENTER 10 #14 to lights & outlets NEMA t 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 10 #6 to HVAC 7 MAIN O 200 amp 150 amp UNDERGROUND IlDis SERVICE BY POWER GO.----_ INTERSYSTEM BONDING 200=4/0 in 2" Conduit Bare Cu Ground TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4r=1r-0° M W w-ago Cc v N m Li K to Ci Cc o N Q N d CL .= aj C tj up W 8 N C d a t= .fII a c 15- m M c. ca M CV 0 CV CAD CV v 0 :a s b C�f1,?d5EfO9�5@@ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E CDN p8 N co a) c0 ram. 0 0 ��N N r b # M N Q J LL LL w a lu Lu a CILM @arn z13 �9_0 E W @N LO W Cp m w Z 04 M Z J I- IL N 0O U U O Z W 1113 CD V z N o o Z ¢N Z o J _ r v I � ,"�O v - o " +� V, ,aa j w o O Cy N U v LL1 m J L y U o 0 ti M M N ¢Z s� Z Q L1 E zo O >M Q o a E E U W z® ❑a U 0o_ O O Q a O K � Z co � �Z_ a Z ¢o �Z L CO ¢ o a W m° o Z� Zm J m a w �z F< o� <Z0 c/3 0__ a Z CO d J W = F ° I� o M v w oIq >d F �3 0 c O 2 12 L rn .•--,.LO QCL c7 co 0 � O O I- ■ . . m L1 W t'n t'M 0 3'' N O 0 Lo 11�. tV LO 00 LO M M r It M o z z y E Q co a c°� c o JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. 4.2 l rT TTirT_ a _:r I ral I t ,. t If, S rn 00 M r0 LO L G C> 4- 0 O J CO u7 ca d- 0 I N Q L0 00 M LO v r� 0 Lo Lo 0 I / L0 CO L v C� O / O� C Q O E E Cl- 0 .o 0 J rr_ CN Cfl 0 a N N co 5i QD 0 CNa W QD Z M 0 m b rn ATTIC VENTILATION CALCULATIONS - Al ATTIC VLNTILATION REQUIRED UPPER VENTILATION PROVIDED 1/160 Rule Ridge (No Upper Ventilators 1/300 Rule Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft) Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0 0 Floor 55 53 8 26 2 13 0.0 0.0 0.0 (Zone 1) Upper 16 2 Floor 1826 1753 250 876 63 438 516.0 240.0 276.0 (Zone 2) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ENE-1 fTIC SPACE SQ. FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SO. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) ROOF PLAN - ELEV-Al SCALE: %4"=V-0" e O a RAJ CL �i CL o ¢ ca C, 0v m � W Q N. cCN co) N = Q w; N VO o 0.1 ca ._ �x 3 • u C a, aE � a E � o a 0 M GV O CV O fV d- O rW �/ girl To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W v E 0 O M U _ O 0 V N N CA O C D r O O 2 u, N N 3 LO M � ik LJL Q ca J W W ,^ J W LL � d V W EL Yn Z m�C� 0 Ymo m O CafV W ' m j25 04 Z CN MZ Q J J IL ry < c� 0 Z L) W ❑❑ M z N M O C, co N � Q M z LL v 0 �N W U OLij o C N w. ,N (1I zz) U LU J ' — _ E 8 X = L y U o °N' c U' T 4m, N 14, ti O w M J y oT Z z LL Ez� C a E O V oLL z z® as ?o O o a CEO WZ o WZ CO C:�¢~z 4z pU mo ZZF m J ro Q w 8 F g Z a° o oo m W W C) C) w H no OLL =3 J c QQ �o ox o L• / LO 9 Q CL O sW _O m a)Li /� J Q O U) co 0') C:) to N LO 0 .Q r- co LO 04 M C T E w M o Z U)Z E O N co Cco ca U a a J Q a J JOB NO : 23-04656 SCALE : AS NOTED SHEET NO. 5 _7771511-I1 ii_--r1,1] - 11 c c d 48'-0" T-8" 1, T-10" 6 T-108" L 2'-8" TYP @ 2 STORY (SEE JJ/S6 FOR J STEM OPT.) S6 -4" 6'-0" 6'-0" 6,_35" MAN [Iva ►II=r111:3 1 LOCATION WITH I �� BUIL ER .Z� TH.B. i • - --- - - - ----- - -I-- - I ---17 GTTI �C3i'rr-rTJrY-----------, 09 ELECTRICAL PANEL I I ( I (2) #5 REBAR ' I VERTICALS w/ in °° 0'-01, I I I FILLED CELL I GG I CC W/O ' N S3 UPLIFT ; S3 o I I S3 1D PLUMBING • PLUMBING I TYP @ 2 STORY STACK � 'T STACK I U.N.O. (SEE JJ/S3 I ' ' I' ' ' ' ' ' • • ' • I I I '- I FOR STEM OPT.) I SLOPE � ( 7'-2" 0o I N- CJ I I 20 3 1/2" I � N I I CJ I o N 167 EO . .......... I .. 0 0 r- I I I I 4'-0" 26'-6" 21'-6" ■ 20' 44' I _ 6-14" 3-1/2" MIN 3000 PSI CONC. SLAB FOR _ —1/8 1/8":1' 0" I HERNANDO COUNTY ONLY 2'-6" x 2'-6" x 1'-0" w I I cSLOPE I 3-1/2" MIN 2500 PSI CONC SLAB OVER W/ (3) #5's E.W. I I 6 MIL VISQUEEN VAPOR BARRIER a I (2) #5 REBAR o N 2 , I M2 VERTICALS w/ in S3 S3 13'-11" 2'_6" T-04" 4'-84" 2'-6" FILLED CELL L_ 4— PROVIDE 1 Y2" RECESS SINK WI DISP �r - - - - - - I STUB UP TO S3 _ FOR SGD. REFER TO MASON'S SLOPE FOR I WIDTH I I d'W' I L 1 _ _ I I TD j ISLAND W H to 2ND FLOOR FOR A/C T o d ■ STEPS AS REQUIRED ■ I b - - - - - iv — — — — — — — � M PER FIELD CONDITIONS I - - - _ I � - .��'.'..L'.'r�� `" 2 0 ■ 19'-54,. 7,_04" �15'-6" 6'-0" I INDICATES FILLED CELL w/ 3000 PSI I KITCHEN °I �� / / / / / �/' / �I� r PROVIDE %"x9%z" RECESS FOR FRT. DOOR Nt M � �r i� CONC. GROUT FROM FT. TO BEAM ISLAND LOW ZIP _ /' �' /'/' / _ 1/8":1'-0" I Eh W/ (1) #5 REBAR VERT ABOVE SLAB WALLS 00 / / / /'� / TOP OF CONC./ PAVER TO BE 4" SLOPE I TYP @ ALL PLACES SHOWN / / �' // /' BELOW FIN. FLR. C° HOOKED FTG. DOWELS 5" EMBED "GRADE ■ . iIII iv S3 W/ 25" EXT. ABOVE SLAB 40 STEEL} 3'20'-44' T-7-' 272 '44" ■ it —L TYP@2 STORY CV S O I )°S 2'-6° x 2'6" x V- � W/ (3) #5's E.W. 2-6" x 2-6" x 1'-0" _J EoEvv W GG GG S3 I J TYP @ 2 inIII 0 I S3 S6 STORY �' ' / /� I ' / HVAC CHASE10'-0" I . ■ BASEDDLOCATION ONco I I I AC PAD AC PAD — — — — — — — — — — — — — — ....... — ..... -1- — ....... — — —I� — — — — — — — — — ih H.B. TYP @ 2 STOR S6 6'-4" 2'-6" x 2-6" x 1'-0" W/ (3) #5's E.W. FOUNDATION PLAN - ELEV-Al SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN 7 . • - L J Ci CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" ♦° #5 CONTINUOUS '#: j, ♦ ,.' I i. REINF. SEE FND. FOR ♦_ QUANTITY #5 X 25" X 25" CORNER ♦ ♦ BAR ONE FOR EA. .ITS HORIZ. REBAR, TYP. r.Yfi U.N.O. `£' ♦ Alternate: "�zz �' 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" C 01) �+ Q re W cm - C CO G.� N 4. C 0. � O i CD a r ar 3 3 M u CU H C1 '.CT C CD- U C.� •ate N O N ti N 0 y"A3d1,}i6't3Ait 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. aI 41 V O U N m w m m 0) J J cn 01 Ni Q 13 (� fnr-�-0 w w �Mv I' w a a C J LL a. co Ur- J LL q Z 0 O _' �°+j L N V 0 � - sw� o �(6 W ILW IL CV (O m � Q t` m rn�pjO7 w 0o Z N Cl)Z O 7 ❑❑❑ z N M o g z to N oI IS to � -1 z a QD o LL T W —� O ,^ v 'l v ' L u o C N U) cn U LU L N U O y • o M w G Z U- Q E E Ucu w o o° » Z® r00 O C GfB x0 G az 00 0 dz .0 L ¢ Uo W t/� C C m v J o Za U o m 0 p ¢ Z Q ^ z 5 o� o< Qo a° T m �w a= .0 O > LO rn Q c� CL ^'�^' L cc :3 0 Nt J O � O Y }, a) co r Q U) U) (Y U I Cc U- N 0) Q i � CN LO co00 -- CD It T E c �} V M iri Z W Z E O 2m m Q- o U -1 'aw Q p� c JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. 6 3 _ rr Q rn 0 M rn L0 L rJi 0 0 0 cD O I N _ 00 O rh L v cn� 0 Q C) O J O CAD C) O I r� i L0 L O Q� 0 3 ¢ r'7 O 0 E H v E 0 L C J U 7 C O O O 7 M O 0 0 rh O t\ 0 0 0 3 v z W ICI STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d /IF NAILS @ EA. TRUSS 2x CONT. W/ (2)1-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) IT 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN_ TRUSS BRG. • a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-} VALUE DENOTES SUCTION [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 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 �146) or1%2' EXP. 1 (33/16) TILE: 15/2' EXP. 1 (3y6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. Milo . BEAM TO ORT DGE S . BEAM TO ORT DGE S 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 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" A (2) (2)META12 1875 (1)PLY 9 - 10d x 1 1/2" 1795 (2)PLY 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 1 112" 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 1 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 RFUS 7100 --- w/ (12) WS3 WOOD WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350T 3740 5/8" ANCH. / (26) 10dx1-112" HTT5 5795 5/8" ANCH.1(26) 10d x1-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 112" HUS28 2950/5090 - - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 318" 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 wl 12" " EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 1 555 12-10d x 1 112" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 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 u SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" N C c o a� Q W CD to a o n � Cj "G N s <7C N r d� o ai CD . c cr Cj . � 3 �dC1,� C,w to L3� -ta o � m o ci u a` M N 0 CV GV 0 No CrF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) W o 0 OUj M U N ap a 5 N O op O -to N LL m0 uJ. w LU a Q @ -1L� EL J Z 13Z ���o� o x� o s:60 �/ O ii' j (6 N CU M J Q W � °' °' 1= z _' 00 Cj u7 N Z Q 3U = M N Q U In H z U ❑[]❑ Z W M Z N M o g z n N M z CD o �N w 0 L,g ���^N2 :--) C N c 111 J .••.. r _ E �I C) o Of U) d Oi Y ®® Q .n o N m o w M J Z O Z Z < u' Q p U w ¢ wo z z® oa r0 20 0o o E &Q o< coca <Z a< wz tIt : C ao p U m� & OZ 00 J m i w Q Fm og Z gO aZ WGeDoLL C) � S Jw �� 6 I 00 OIG O L LO U co O O +' Q W m L,1 U) r Q ro o O LL N C:) L0 Q Ln M T_ _ ui CY) o Z t0 Z N E O cc co JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. 7.1 I I I—FTI —f I v m 0 LO C (%1 O Cr O -6. LO cc 0 I N Q 00 O M LO v C Cr O Q 0 0 J co co 0 I M i rL0 O Cr O c 3 Q 4 a E 0 0 0 c 0 q J v L� M 0 0 Cl- CID r� 0 5i v A IV W CD S m (2) X M In tivj U U U CA CJ3 CJ5 CJ5 CJ3 CJ1 TYP. G (2) X ENGINEERED NG WI D PRESSURES AND FOR MEAN ROOFBLE 5 ftND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 e%6) or1V32`EXP. 1 (3�1'6) TILE: t%2' EXP. 1 03/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 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. i i J a 0 d7 ¢ 00 ¢ i t`1 a i ' to ; ¢ i LO „ ¢ _ i d' ¢ 10. i co ¢ min i r ¢ ;; ¢ i (o ¢ i ¢ i a0 ;; ¢ i i m i i i in w w m U Ee Si 4 S5 I I CJ5 CJ3 ' CJ1 /Y vj N ¢ d' ¢ M l8 w J1G 1. I W I I i 1 I M In U U U / v \(2) lf') M r U U U l( (2) u u a=oft 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 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. - -- - -- T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR 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/ ( 16D SINKERS LUGT2 3100-M 4520-F 3100-M 3800-F w/ (3) 6D SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (A) I OR 2 PLY BARRIER 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 (6) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED: FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS w0 (A) - 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 a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U,N.O. CD R 2 PLY CARRIER -1 x CONT LEDGER CM Cc tj 10. 4 CKAELM W 1711--] lt CO (Ij CD LL U 01ai -Ln LO cc ILO < cto L0 o SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al_ �l hr Q =- ei I;z o � m C14 1 1, ml m! , i , : :, _, �- „ -I _�,i,, , 1. I- I] - v+ S Q L0 00 M rL0 L v Cr V) 0 0 ra u7 co 0 I M x 00 M L0 v C U') 0 4- 0 b J to u7 co 0 I / LO lLi L v co tZ Y 3 tZ N 0 a v E 0 0 c rZ 0 v U 9 N IL N 0 N 0 0 a N 0 N v 0 U Z CD 0 0 J m 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verltcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / Sae vertical load Safe horizontal load . \� GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS F rem %1 1, 9 8 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID LU ! o U O #5 BAR CONT. 8F12-1 B/1T (0 "V" LINTEL DETAIL SCALE = N.T.S. oil E In M111.0 E1 �1 LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL I I rlZ_ yC0IUl14t'11 Ivry F = FILLED WITH #5RE MIN. BAR ATTOP (1) REQ'D ALTERNATE POWERS O MIN. a ° GROUT / U = UNFILLED R=RECESSED CLEAR STEEL LINTEL '` QTY. OF #5 ° 17'-4" LL REBAR @ BOTTOM ° OF LINTEL CAVITY G M.U. #5 REBAR AT TOP O w ° ° ° MIN. (1) REQ'D 1-1/2" CLEAR 6 F 16- B/ 1 T Q Z ° ° b 0 L z ° G GROUT t tNOMINAL,L ° QUANTITY OF ° 5 REBAR AT m Z WIDTH #5 REBAR AT ° BOTTOM OF a � w ~i� 6'-6" LL TOP LINTEL CAVITY w U � NOMINAL OTTOM o Ir Li o HEIGHT 11REINFORCING L PROVIDED IN ¢ ¢ Q 0 ti Ci N 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL F O - #5 REBAR AT OTTO (VARIES) U) rn X 0- AS INDICATED MATERIALS cT-i precast 11intels = 3500 psi. 2, fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SPF STUDS @ 16" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) %" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OL SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL SCALE: 1" = 1'-0" LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" N 9 'O W C = mowrN e� Co N L.L. 2 CU `1 CU�� $�M =' _� � cc _ O Q, G M N d N N O r 'N3 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W E a O M U N O V Y I N Ul /+ N in r ti a Q Qj co '7 2S2S ik 17i c -J 5 LL W aLLu- 5 (L w r°o O W 'T M W U) Z 2 N Z Q J N OU o 08 W ❑❑ N N (h o S � o Q v -J N M 0 v o LL w Fe m J O w o V) N U � c LL, - E - m all _ � ai N CW M w z0 , 2 Q LL Eo �� wo >� <� Q p of z® oa F-- ft3 -o p a ¢ 00 ❑ 0 L z .0 - Z K cin ¢z 3¢ p U mo 0, ZZF m m Q W o n o men "D i O LL W az v w aO 3 zl< ° C c Q Z N O, u, N m Q 0 c C) J O O m(D m 0 Cn Q fn M O) co o O N C� 00 N U') Q M C ili m Ch o Z Z N E O @ E rl U J Q 0J 30B NO: 23-04656 SCALE : AS NOTED SHEET NO. 8 rn v 00 M L r 0 LD J LO ra 0 I M i Q 00 0 in C Cr 0 CD to LO O I N LO v7 2 54 ccr c N N a r° E 0 x v c 0 v 0 J a> r rn CN? co <r a 0 N N 0 cP z 0 m v cn NOTE: BORATE) SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2, LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y 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 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST 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. i. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. . 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 3 ISIMULTANEOUSLY,BTEAH 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED U C 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-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 1 V. a" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4,3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4, THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.16. 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 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 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')' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS, 4.5.8, CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fb= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated uumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 , Boxed areas in concrete floors for subsequent installation of 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 A - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpo, l 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 exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed 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 4'4' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +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 F FLORIDA DESIGN SOLUTIONS, INC. PRIOR T THE COMMENCEMENT F 0 0 Q L 0 0 CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" Q.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE / . THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 'o w e`e > CCCj 3 ro ao • m -a � ft . GL U c•� 0 N m N cv F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. #3 W E Coll RO V /+ o V S] N n 0 a)CD A. N M d, LL 4 JLLtL LL W a � �C0' a CIL y o N CD W m LLW r°ng�O' w OM Z j I� �Z V N 0 OU o g W ❑❑ o n� C) o N r ID N VI N � 4-1 Vm O u, s N (5 c yte J !- - E B =� s o N N O CID w Cl> z G Z Q LL_ o �° zo ML U ? zo oa N ?o o E < Ey 0< &Z Qo <z -w ? oY U m0 OLL m � �g 0. �w �z o �� Z ao � ao QE �- w w ¢ =� O M Mj 4- 10< a 01 ,o C O > Cfl LO LOi--�� F- i I' Q `LO CNI m m T + cf) Q fn c) C� I ca No C:)O ILL N Cy) G� N co r CQD ' t ui E co o z z E in N cc E a U _j Q p JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. SIN 3-- LO 0 v V) 0 CD O J GD LC) 0 1 M a 0 M 11-3 0 c 0 c J 0 O I M i LO 0 rN O 3 Q 0 a E E a 0 J O O 01 i 0 N 0 6 a N 0 ci 0V IJ..I z 0 J m v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-112" LONG (3/4"-1" CROWN) I : z'l ;':f': '::'::':'; :I :� :':':' '::::Imo:: i1}-�I� . WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN MAX. I. 16GAx1-1/2„ LONG (3/4 1„ STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" a - c� STUB -OUT FOR 1'-O" o ° C) LO GAS METER O -' o - U O F N Oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap NT FILL CELL Cn w CONT. #5 > STD. 90° BAR HOOK STD. 90° HOOK BOND BEAM SIMPSC w/ (22) NAILS 1 CONT. #5 BAR #5 CONT. 5/8"0 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min.} Small gap 2" min. 2" max. � 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer Load Baring walls when load bearing - for lateral support when joists / meet over wall, or wall stacks directly over wall or Q "/ Provide adequate bearing for each lapped joist. 10dnails SECTION (0 INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist BearingLocation Series Depth I End Intermediate BCI5000s® 9-112" 2-8d 2-8d 11-718" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-718" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® 11-7/8" 1 3-16( 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE ).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 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist IFWhen 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. — MM 6„ A 1 2" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB, PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" a aI I e a +8 1,-,. VA" 1 7 V 2. V-3. V-3. V-17 'I-11,. 2-4' 2'-9. S 0 S, 7' 12 1'-0" 1,4. 1, 2,° 1, 2," 1'-3" 1'-9' 2-4" 2-11" 3 7" 4-7 4-9° 9-4" _._. Any 16" )otst - - 16 1'-0" 1,_1,. 1, 1 _2," 1, 3'-2" 3-1t7'° 44' 6-7 64' 7 0 Span 20 1 T-O" - -- 24 1'-0 1'-1" I 1'-2'° 1'-37 Z-5' 3-7" 14'-9' 16-10" 7 2. 1 94'• 1 9-6' 1 10,-g' 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. 1Y2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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 A/C CHASE 4" PVC SLEEVE THRU STEM WALL a Backer block (12" wide min.)iiTll _ �_ —I I I Nail with 10-10d nails. _ Install tight to top flange. SLEEVE THRU STEM n " a. a. SEE PLAN FOR A ° • e • FOUNDATION INFO q STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 Ibs, Install tight to top flange. 1/4%2" gap 1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements f� 0.6 X Joist depth D I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN . (. - 4 hl II 7� • e a' e 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" v CENTERED @ PIPE PENETRATION r 4 ° 1=1 I —I I —I 44 ° -I I I, fill I ;,II III PLUMBING LINE PVC OR SCH40 SLEEVE ° "=— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION Q^ ° rPVC OR SCH40 SLEEVE r— P LUMBING LINE 4 �- 4. -- • °'4 d Z • ° • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° 4 4 4O' ° 4Q G _ a _ =III=III—� ° I —I I=1 I. -I��IIIIII= 4 4 4° 4 4 =Ilillll�,�li Ii— ° SEE FND. PLN. SIZE & REINF. N ® _ cra o �t- N_ W 0 _ o C-0 N CM 4 =Lca a o® a: zlc ]. a— C cc N g c H r�9 a c) M O GV N 0 :: Ry - � 4 i 50 I- � 'D • a� � ^�� ` �< 0 To the best 6PMI IFS � �� edge, 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. 0) W Ep co aq Q CII o � n ® N N 8 M N inNCD LL Q n 0 M V N J C _1 LL J LL � d o a 2 z— m c n £ � 9 o a W :'mN— 0 W z -��� m w Q N co ZIL z 0 0 W ❑ z N M o g z F, z o � � N M z (DIM ul W � F V Q) O V) W 1p W J 8lowz... w V ) N ° C `d � ¢ " m I� o w � ch J � z a c E o �o <� E O � U o z z® ❑a F- rd — E o go �Q uo o 0 ao 0 �z %Y < m0 of z 6m<w 5 Q g Z z W ti 3 m oa w go a J �O aQ 0 coJw a° _ 0 � 0 > .0 rA' LO ' O `►D rn m 0- co O O O m m LO r� U) O N M I co C)C)O LL LO .0 CU LO Q LON_ co n T 2_ coo Z r0 z E E O y E Ira a) a U J Q 0 J JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. SN 1 - ___._.I IF--( t 1 n s a 00 M LO ID v O- 0 4- - J LO 0 I M a LO 00 0 LO v o- 9 0 0 0 co LO cc 0 + M LO 41 0 0 .o Q c c a N 0 i a v N E 0 `v c J 0 0 01 ti K) 0 1.0 45 0 a N N v 0 Z 0 m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 1 INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O,C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1Rrl TnFNAII S T & R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r 11/2" 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 & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE -E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A 41 1 WWF OR FIBERMESH `'' MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w/ ASTM -III=III—I ( I m. D D I =I ICI 1 I —III- 9 D7158-CLASS G or H, or ASTM I —I I I-1 I I =I I=1 I I—III- D3161-CLASS F, IN ' 1=I I �, III I I �1 ° - I - ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8-1II[JTII I1 I I�I�il �) II I > RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=1'4 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA •2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8716" 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 WL U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE d. b °° D 6 MIL VAPOR III D OO I I z I r BARRIER p 4 I I I I N - D: • COMP. SOIL. 1111 ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK SEE 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" Q3,) OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS -11O.H.D. RECESS Z 4M- SEE A/S3 OR J/S6 --"-I L I+ I I ICI I I l l IT FOR REINF. INFO.L 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD x- :1 1r 2"°x3/16" PLATE WASHER (TYP.) \ C0 ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C,) 2"• c7 _ ELEV. 4-3 1/2" z C „N. 2x4 CON T. A.F.F. o > I I' 1 ON 00 TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ )T EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" SULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) VIPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2" MIN. GARAGE DEPTH VARIES 31/2"(min. - 4" 1 3 _ —I 1— I I -- I -1T (2) #5 CONT. 4, m �TT1 TT�-' 1-4' 8„ GG GARAGE SLAB AT STEP ("B U.N.O. MIN. TYPICAL BEARING WALL "STEP C SHEARWALL 53 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STU D #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY _ W/ (10)10d NAILS `V 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 _ NOTE: _z *FOR BEARING WALL T W/ UPLIFT ONLY - - FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 ° ' GRADE 00 _ -0) #5 REBAR W/ OPT. 11=1 11= I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" 53 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV Cl) n 00 SEE A/S3 OR J/S6-1 I I I I rT-_, � 9 I,++I! P FOR REINF. INFO.L 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH D D .D M 6 MIL VAPOR BA RIER) , - 11 II D. �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH min. =I 1 I=_1 I I— I I I I= IT_I ITS —II I I I_„�fir 11- (2) #5 CONT. 4"' 8 U.N.O. IN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" 53 \\Eos�G�a e�s 2x INSULATION PER FBC AND ENERGY �/ �coN2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA, EXPANSION BOLT @24 " SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ WEEP SCREED INSTALLED BAR o END OF 2" x PLATE WWF OR FIBERMESH PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ D ° p. z_ #3 & #4 LAP SPLICE GRADE 40 MIN, Fy= 40ksi a ° FINISH GRADE °O g [GRADE 60 MIN, Fy= 60ksi] a_= 25" MIN. LAP [30"MIN. LAP] III —III —I I D I I TTT �_ r iz ' 1=1_TI=1T_I =• I i I 1TI—� 1117� I' =111=111= . °° U) �_ flillp�. ° I —III=, #5 REINFORCING BAR R 1 7/8 - I - I —I - N Z —1 11=�T=—III T+++ T #5 LAP SPLICE COMP. SOIL. (COMPACTED 1 -1 I 95% MODIFIED PROCTOR ASTM D 1557) I r�STi�if=iTiT rr-t 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0141 CONT. BEAD SEALANT Y a INTERIOR 2X STUDS @ 24" O.C. U.N.O. °.. -31- / GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 %I ' a WWF OR FIBERMESH r, M 6 MIL VAPOR �- BARRIER �R 111III1 _I,III, 111 I lil 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" (2) #5 CONT .--1,=r111 , 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4" 8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #s LAP sPucE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/UPLIFT G SCALE: N.T.S. 53 SCALE: 3/4"=V-0" S3 VARIES FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN 1 1/2" RECESS FOR WWF OR FIBERMESH () SEE ROOF PLAN S.G.D. (U.N.O.) 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ��; ° SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN — a fflmffl,Tl Is SEE ROOF PLAN - - a. a*- (2) HTS20 FOR STRUCTURAL d T, II rr111 Q, I I M ' - BEAM SIZE & CONNECTION INFO r� 1 I ° a I II T •. 2x4 #2 SYP P.T. FRAMING w/ IIT I I MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 T� +I Ttl T" 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" 53 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. j MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD -E z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q' ' w SIZE VARIES PER PLAN M z 00 - GRADE LU w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR " LLU SIZE AND REINFORCEMENT) 0 • w C Z H Ill +=aww U BRICK PAVERS or SLAB PER o o `f' _ • • z • • - z a „ COMMUNITY SPECS " N " ¢ 0-0 FIN. FLR. t t '0�0 ,>i,� 0 0 0 o c •-- --' '----- �` `�N&WWIELEJ VIA Ilk, ILK - w FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 h e:7 ha cz Cn Q > W O . = c ,g o V N m � •JK N C C3 S y a cu� 2 CD CL Co = o d d IMP Vf S -G C M N 0 N N 0 L . T. NI F" �, �'11ia31iii40 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W of E p{ 2 .- . N 0 .5 C M Cq-? ,y Q M J cJ� S LL w J ''._ Lll 0_ o Z mr w�ao 7 @ N p Y W WHO_°' m W Z - N 0 Q a N OU N Z w �❑ M � o Co z o � - N VI CD 0 L,., U —05 O oUft V) Ln v6 f-- J allw � iz- U o ¢ o w � M M J Z � � z Z Q � E O Q N E U aLL z Zo oa � to 0o o ato 1Z z < wZ (/> c� <o O U mo o, Z z m°j maW N;S d 0 W Cn S T w ¢o z N F M d 1� 3 o w1 >1 o1a < �O ,o = L Lo m Q � � to O 0 O m m T a O (1) c04 o E o O LL N C37 0LO Cy')CO �- CD E c coZ f4 Z to E O M 0 U J Q J JOB NO : 23-04656 SCALE : AS NOTED SHEET NO. S3 (MONO) v rr a 0 M Lo v z7 a 0 J LO LO 0 I th Q oo 0 rh LO Ln v f� 5- 0 0 LO cn 0 I i LO v C� 3 a N N / a 9 s 0 z `v J i a 0 •U J LZ PM 0 0 0 n. N 0 N 0 0 z C> 0 0 z m TYP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 11 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY " VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" CL TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT rA PER PLAN SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -ft VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COURSE 2ND COURSE 3RD COURSE O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2 x 6 (MIN.) FRAME MANUFACTURER. WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW,(B� MASONRY LAYOUT D SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK OUT (SEE SCHEDULE) BLOCK W/(l)#5 NOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _' SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\' —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� d G d C a G a d d g'STD. 90 HOOK g" BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ILLINTEL NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL T i.i..l O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. a e d d a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 0'� 'V 2x CRIPPLES @ --' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SCALE: N.T.S. 14 VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE OOR vvvn r nnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (41 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" 0/C ZTYTy7. SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) LU v O/C FIELD r a- 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEA E /S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR SEE INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED N. 10d @ 8" O/C ATTACH ALL - EXTERIOR STUDS W/ 1A116d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+A F= 2240 LBS J�F SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 12 2X STUDS @ 24" O.C. /8"xl0" "J" BOLT 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS s LINTEL \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LLIINTELS SP4 SP4 SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED c0 I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) >S (9335# SPF) IN. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. I & NUT OXIED A.T.R. I & NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. / STAGGERED A STAGGERED 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. A, -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. 54 N N d =o > u, v �� <`•� N 12 - o N , N S c ci.- �z 3 ca 2 cn � to C8 n a M N O Ems! N o .�' s a, -r; « S-FATE OF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W NMI Q IT O M U e+ V N. W sm N 0 y0 �L,c? In N Q � '- ;� W LLL.L 555 a w Y, o Z @ L o W o @gym O O 02 W IL Z m m J ° MZ a Z N OU x 0 W ❑❑ c. z N M 0o z co N z omz-� Q � N N M N z v, W m � U O N o � N �Nu) A U C ilk J low o— = E U o I o Of u ®® Q m o e, S m o J< It M � ¢ o - z z z __j u_ 0 0 U zo �� 0� }N Zo zm oa H rO �� uo o E� 0 o� z Ca <omo O Y O Z 2!� Q� �Z W � m w z NW �O Jw =o NJ w `�< a0 S§ E2 >6 rr LOLO •' m cc Q cc 0 � f0 C)0 0 0 U �) CIOin LO i-+ ;-' I Co LO O .0 LL 00 LO M Q C r 194, E M i o Z Z E O cc d E U J Q 0 J JOB NO : 23-04656 SCALE : AS NOTED SHEET NO. S4 -- I TT T_ 1i I do 1, 11 idl, ­111i i ,r 111 11 i i i rr LO 00 LOCr00LOIn IiLO Lo LOJ co coLO LO Ni3tzN0E 2 0 av LZO45 NO cVOS SIMPSON HGAMV w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (z 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 SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL \\\ 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX, 8" FROM SHEATHING DETAILV 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)1Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .' BLOCKING • 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C, FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS 1 Od NAILS THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD -0 EDGES AND 1w/ 2" O.C. FIELD INTO 2"7 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) \ NAILING SCHEDULE FOR SHEATHINGDETAIL2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED ATDOUBLE TOP PLATE EACH JOINT w/ (3)1 Od2x4 CROSS BRACE APPROX. 8" &(2)10dTOE NAILS@ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)1 Od (NOT REQ'D WHENTOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALLSHORTER)SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" OIC FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OFNAILS W/ 10d NAILS @ 6" O.C. EDGESTRUSSES FROM EA.AND TYP. TOP & ��1�1 12" O.C. FIELDEND (2)16d NAILS W/ (2)16d TOENAILS\ 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES Q° 1/2" 8" "J" BOLT 48" 0 C 2x4 "T"ON TOP OF PANEL 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C INSTALLED PER MANUF, x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" SIDS SCRE70.C. @ 48" O,C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Ddx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES Ann nn 112x 8JBOLT @ 32O.C. MINIMUM 6FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHERSIMPSON 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" O/C ALIGNED WITH STRAP MISSED VERTICALSECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTIONWEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4' 21Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCKTITEN ON OUTSIDE S5SCALE: N.T.S.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"'" SEE STRUCTURALCHORD BLOCKING NOTES AND NAILING00 INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAILw/WOOD TRUSSES (2)16d NAILS `� 00 00 2"x4" CROSS BRACE2X4 RAT RUN BRACINGAPPROX. 8" FROM AT 24" O.C. ON TOP OF RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 PANEL BLOCKING (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 @ 48" 0/C FOR THE 2 16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS ()2x4 BLOCKING @ 24" FIRST (4) ROWS OF 0/C w/ (2)16d (D = 0.148 , L = 3') OR EQUAL (D = 0.207", L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUALTRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP NAILS AOT EACH S(TUD12) 10d SLOPE OF ADJACENT TRUSS) STUD WALL (SEE T. . SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E GES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION ()2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATIONBLOCKING FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. a@ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATIOND B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION gADDITIONAL INFORMATION. SCALE: N.T.S.S5SCALE: N.T.S. IINIMUM 2x ,ROSS BRACING 3EE PLAN FOR OCATIONS)TOENAIL(2) 16d NA (2) 16d PER OINT ,,.,...---, 2"x4"MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX. S5 J S5 GABLE TRUSS 12" ALTERNATE NON -DROP GABLE END DETAILSCALE: N.T.S. "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SH SCHEDULE tTTACHMENT SYP BLK'G @ 16" O.C. i x0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d 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-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP,.) �CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. oL 0CLWZ CORNERJACK O U HIP FRAMING REFERENCE PLAN Z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C `MOISTURE BARRIER BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" 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 "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ E 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAILi SCALE: N.T.S. (). 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. Ll I AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N Cz o a_ > W O ono Cc © a s vNiaNCc N z .�, d C* eL .:� 0 a 2 Q m 3 3 M . no w cr w m A2 f/f G1 -Q a M N 0 N N 010 0 crr E 0 i= .tom �4.'r,°» • u F1 :.> .n 0 Jtr^� `cl 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) 'TE 0 0 ��o m R r N 0 =LL7W cn r N Q In V �N0 2s LL JLLLL 2 W 555 p W Z_ a o W��pj6� 7 (6 N z m w N 0 Q �n V N J O U 0 z Elmo W V M � N �o m N z o � N C7 'z'^^ V O LL 4 w m � V 0 V) LU o N U c =�J U o (D ¢ N O • Jz W M z ¢ z z U_ E =o �o >o <� n. O � U oLL z Ze V 00 a E o � V 1- �a 4 O a m I° d J O U Z F ¢� o: 1z g0 az W m ¢ O w -Is J o w� >0 5- a � 3 c C)o > (fl ' ^ Ln m--� m ^' co O j O O Y r oCD CV coco"� Ln r • Cn Q 0cn co ( Ln ILL N C� 00 n c0 Ln o co Q LO � r M o Z N Z 7 v E N 1° a E U � Q p 4) JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. S5 i � 1 v+ 3 00 0 rn LO LO O Cr CD 0 LO LO 0 I M i LO M 92 C CCr 0 0 co J CAD 0 I M LO 0 cn 0 Q rn c 3 tz N 0 o. E O c c J a 0 0 0 a� L� N 0 a5 0 0 a N 0 0 f= c-D z S IE 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO BAFFLE INSULATION P CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP, @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 112" 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 SHALL DIVIDE THE CONCEALS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c dr d .a . 'd e 'd 1 1 —III—� I I —III III d a li I I —I I I I=I I I a 6x6 W1.4xW1.4 I j _= a a WWF OR FIBERMESH I�jI I III II it i II II -� 1 IjL—III—III— _ I (I_ ° v° a 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 lALUMINUM 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 ,rJ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Uj ow o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 o� APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER -1� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD JI`W LAYER 1/8" THICK, Lw INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ---METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C7 zz v 4"x4" INSPECTION PORT AT Cr 0- EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR LOTO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE -1NISH GRADE00 \--STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR I I "'�II I r= (SEE DETAIL) W/Y MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO -END SHEATHING TO )F BEAM OR GIRDER 7E W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1"" ^ 2"x BOT. PLAT[ (2)10d@6"0.( PRE-ENGINEE FLOOR TRUScl ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS F WEEP SCREED 2 INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dxl 1/2" I C' NAILS AT EA. TRUSS w/ MIN, 4" EMBEDMENT IN KO BLOCK 15/32" OSB EXPOSURE [jx SHEATHING PROVIDE x BLOCKING AS REQUIRED PER f o SECTION X-X IF W NOT FULL r HEIGHT SHEET C U) z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND 1 15/32" OSB EXPOSUREI F [T SHEATHING w 2 SOLID 2x C BLOCKING @ ALL C SHEATHING 0 EDGES(SEE U) OPENING SECTION X-X LU a- L) C x 2w _ x Euj F 2x STUDS w BEYOND. C) SEE PLAN o a) \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM Iert,r I r1 1—{/ATI/161 niennnntr 2ND FLOOR FRAME CONNECTION A FLOOR CONNECTION B SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S'6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4 -1-0„ S6 3/8 SPACING 3/8 FOR ADDITIONAL INFORMATION. S 3/4"1/2" S 1/2" 7� S 112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d 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) 1 Od x 1 1/2" NAILS TO STUD & (8)10d 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. SPACER BLOCKS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 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 °P SEE FRAMING WEEP SCREED o z r- -� Z PLAN • INSTALLED PER MANUF. r 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w! (8) 10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ 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"=V-0" S6 SEE TYP. 2-STORY WALL SECTION 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 J/S6 FOR ADDITIONAL INFORMATION TRL B.U.C. (8)1Od NAILS TO STUD PER STRAP LOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR 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 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH - A d . A � <' eo M I III 1171J I ICI I I��I ICI I . (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTIONrs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING 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.) FkTF� AFNi,1R�OR WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN %". z 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL u. _ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O Q NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL, Cn O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL Lu LL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F } ¢ 1- 0 0) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT, a ix1-Oou) ai F 'o LL 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ? N "1 00 LL F- MEMBER IF GABLE END LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS �k , STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#, MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xW1.4 `* WWF OR FIBERMESH .E4.dE nd . d CV kd . _' M .11—III-111-1 -III—III—II II a d Iillll IIIIIIIII q a° I1I,IIII°=—°=1� (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING IN m 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 9'-16' 1 (3) (3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 400 FINISH GRADE 00 4 � T 1 N cz7 p CD 0 CD-0 Q ' W CJ CL v- o cc V Cti -= CO X Ca CV � «� CN Cc `=L s ao o*- c c [� u . <S 3 3 C3 CJ �e c E � o m 0 N C14 O 7. /V.1��i..� ; - To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 'tE 0 0 M U _ V 0 O 0 w N o = co N N rn r 0 (� Q 1IL33 ajMV � LL C J LL w 2LLLL d w n �_ t m Y_ � 1 C,4 _ 0 Wing°'rn m w ILZ LO � Z a J N O U U 0 Z W z N M o g z z o � N fn N z .o �Q1 LL Q W 0 N N � LU o c w va U W J z U ) N 'M x M ¢ w Z J y U_ Z O } N Z o ? p E V s� u,z z ® oa H f0 o a E -� �a 00 g� ?M N '� ¢ o as u �� coc � � ¢ 0, Fo ICU .0 2< ga cn a w Mdo m `� �a O '0 M w tl F <Y OI- 0 3 C O 0 Z, > (0 ' n L / LO rn 10-1 m a. ~ 0 O 0 .•-+ m m ` LO U) T Q 0 U) cM 0 O 0 N 0 O r- cD L0 Q M r M m v; Z z EO w ca a ci ° ¢ o JOB NO : 23-04656 SCALE : AS NOTED SHEET NO. S6 (MONO) -.-- I I I_ G,I I ]I. 7T I3.—]d -1 3 ,o L0 00 0 M LO L v V) 0 v 0 co u7 CD 0 t M S Q 00 CD `v 0 0 J CD LO LO I M LO v 0 C 3 Q N N / E: r a E x `v c c J 0 -U J LZ 0 v a 0 a 1'M CV 0 CD 04 0 0 d c� z C> 0 Lo m o SCALE: 4" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 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 I 't2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4' AND 2" GAP TOP AND BOTTOM, GLUED AND j 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 SYP CUT TO FIT 4RS IN WALL 2x12 SYP R BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 7//7/7/ —2x6 SYP ROVIDE MOISTURE PROTECTION [AAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ -1" X AND NAIOED TODFOOR WITH GLUE FOR STRAP 2x4 PT INTO STRINGER (SIMPSON MTS12 w/ TAPCONS @ MAX. 32" O.C. AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND \ NAILS) OF STAIR TO CONC. W/ �" X � NAILED TO STRINGER / 2 4' TAPCONS @MAX. 32" O.C. (I EW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER s., G-1 - SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) / V Vr1LL SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" 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" = 1'-0" LAGER SLUED 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 u SCALE: 1" = 1'-0" 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H ,14'07SECTION V SCALE: 2, = 1'-0" IEW -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCK[ C-� NOTE: 2x8 DRYWALL STOP NOT SHOWN OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER a' 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" = V-0" f SECTION VIEW SCALE: 2' = 1'-0" CONN.TO BOTTOM OF NEWEL POST PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND > TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS 3 D OR 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" 'V N o LU o u, at,- o e , co c�, pi h �Li-n�. <o C, Q au a� c as"o c c, ej r a io 3 a.d w� a +b D �cc-', C t?3 U Sd c-7) CV O Co CV 4. A .3 017 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. v EE M /B N o y 00 C CO r O 00N - N tli �mv Sz22s � " Q aLLL_ 5 LL W 5 a m c w C co CAI Cp W m W U)IL LO CN m Z IL N OU Z 0 co W 00 N C) O Z pip tgOy Z O Q - -, d. N M � � v 0 v 0 4-1 � U m W o �V) ZSco U W J F- - E N I I � ®® • ti o w c J 03 Y z ¢ LL E Q z o z z® O E U o, z oa cu_ m .� 00 o CDaz �¢ ow y- wo O �z �J CO 0 0 '0 C: �� .0 '¢ m J w a ° �z go MEN cn A oa w LL az � � m � ¢ ¢ ~ az =� U F" YO a� c O LOrn m r-� ^ 1 C7 F� M O O O Y + o m LNr T }j Q cn co co o O cal M Ln CD N co co1'— (D E Y M c 6 Z CO Z O N E N E cc U c a � Q JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. ST 3 00 M LO Iv v cn� 0 0 0 LO J 0 I N i 4 00 0 LO 0 o- 0 �i- 0 co LO I i LO v 0 c 3 a N 0 i a E 0 0 0 U ti NO 0 <r- 0 0 a. N 0 S cD ai 0 d z 0 m 0 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45' DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS 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 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P. T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN.1 X 4 1x4 P.T. ix4. 3/16" 0 X 3" LONG � FURRING FURRING 3-1/4" LONG X 3/16"0 '' FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN.TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. „ 0 x 3-1/2" TAPCON @ 16" 1x4 �� %;" ' (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH FURRIN( TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"o.c. '4_1/d,, nl`Tnii BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2'-0" Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)1 Od 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 2 x 8 BUCK - CONNECT TO BLOCK SECTION A -A 8" VITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. -1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL K"K SCALE: N.T.S. SS 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 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.8 t I FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90' HOOK (1 i ±5^ NOTCH WEB AT FIRST 2 COURSI 1APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS 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%2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. oe 10 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THISIc SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY, GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" � -1TI=1 f1-1T� t T I�� D — — — III�II— D — . D'° : � III-�•I I I�I GRADE D D e ° CV p co _ z \ CV � • D \ ° D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4 = V-0" `-- FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS P +2.. THE fS 7 FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) TD. 90° HOOK (TYP.) SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 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.* ?x + 4FNOry + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO + �\ SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS cFG ctaF�-r n� nnln SIMPSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: I, - IM z O Q 2 U_ O LU U `—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED �---2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL R0 FIRST COURSE ` 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 H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD FILL 1st 4 COURSES SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° e'' . •°' OVERHAN y a. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. i INISH FLO i, 4 #5 BAR p ° p. 10 s ° CENTERED W/ g IN TOP o KNOCKOUT/ N CHAIR BLOCK MONO FOOTING ° s SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT �' Z STANDARD o 90 HOOK N #5 BAR IN FILLED CELL -— STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 4" SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. A N C. �;a ? W cl- w C, o c cc ra amx W cc y 47 = cc +d►+ to aj u Q 3 � i ety � v .ca L a'f C- �m•— a C E eo 0 CL G Z M CV O N CO N SiA 43 ",,; .All !�a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. MM 0 W .4 .4 5 �E N co 8 O s 0 0 ��,� rn��a 8 g C J Z W JELL 5 a — -d a Y Z MCA w mo o W W Z ��^� 0 J �, Z M a ZN O U 5 L) W ❑ ❑ O z N M 0 0 00 z V z o tJ'1 Z .� o rz _ r2 U g 0LUo N �� O ago t� "' r- M E 8 l� y _ 0 N c U) ¢ O ®® N Mco 9 o clJ C''J J w p w z Z 4 E E C. o i= CJ =o ow j z >� <o z0 o a rC° cp O N g �< a o 00 0� w z IT o z _— c ¢o ¢ �UZ~ m0 o° �' �� zZ W cn m� oa wLL go az ~ oLL �3 o ¢� ao I� 0lI Z ¢ o U 0 O = > (0 LO rn �-. O J O � U ` L0 Q U) (n cr) No 0) � O LO 00 -0 -0 ^ N c� LO LO O C r ai E „T', E I- M iri o Z z E O N m N IL E U _j � Q o JOB NO : 23-04656 SCALE : AS NOTED SHEET NO. SS 01 LO o M LO v to CD 0 J 0 M i tY Q rn 00 C) Ln v cn 0 Q 0 to LID I M V) 0 Q� gn _ Q N N v a E O 0 J i 0 U J 0 CID 0 a N N CC ai CD 0 0 M 0 a J m co 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 (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN 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 JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS (2) 12D NAILS —}' AS REQUIRED AT 12" O.C. MAX .., L IvW ­11 11.VVV . BEAM @a RAISED ENTRY CROSS BRACING DETAIL JYP.)K"-,�HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL r6 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH IT[ T[ 14 TB 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. ---/-- WOOD TRUSS 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 rT� SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) HIP G.T TYPIC WALL 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 SIMPSON LSTA18 L.SEE PLAN L. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO 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"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 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 �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE °a W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ° SECTION ENTRY g SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. - SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0 CORNER — SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 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 @a FLOOR CONNECTION 22 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS i/IDIA=WAITiNZ0I0 (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. —• MASONRY WALL BELOW: SIMPSON a.. 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 a<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rl 2 SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • • SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/— L (2) 2x6 BLOCKING UNDER`— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION 0 BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS e Y o -o W Cf a- n C= C.., N y a s O «wl 2 W X r2, CL CU _ rod�.a w = Ga M 0 CV to N 0 '„3,•��'i�"�! *;''•fir C,`�:°,`"`J°7_"r�,/"C+'" P E 3 7'1 J ° TA m °" •',4 •.^� „" � � �-I .: '�� �," '$dam lip To the best of the Engineer s kn ledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q o v E 8 V F r N O 0 6 N � 'n N rnF- N O LL .4— 13 N C7 � C J LL Lll (au_ a- v d Y r= m @o ff 19 0 W C15 C? w Z IL ILw m N Q J Z N OU 0 0 W ❑❑ T �M� N th O O co O Z � N � o � c- — U) M N 4-1 u W � U O w o N c N �M i U W J �0N Q • N m 42 o z w Z z U_ ; 00�= zo 20 yN z� oa F fa g� 00 p C o E '92 0 4 O tt QawW <om� �`� � -6 0< U o ° Z Zm � J N m ¢ n Q W g z 9 �� gz cil T 3 W LL a N W W m ¢ ¢ J Z = o w¢ 0 ao IIIIIIIII� 0 .0O > Cfl � LO LO ~ (0 O : 07 O ,-- V) ° ` N m 0° LO T U) Q cn M M I cu o C) N 00 Ln Q N M T— MNt N m Z Z E O iri y E cc E U 0 a q p JOB NO : 23-04656 SCALE: AS NOTED SHEEP NO. D1 - - -- - -- - _. --_-. - - - - - - -_ - .._. .-9. '. IBC. ..-II P I. dl: ld I T.- -rn- --1-- -T---f— I 3 S Q 00 0 rh LO v O 0 LO 0 J I Q 00 0 L0 LO 0 7 V) 0 0 LO J 0 I r� 0 Cn 0 e C �C Q N N d N 0 S J a a 0 0 J N M 0 0 0 a N N r 0 a z M 0 J m v (1) SIMPSON LSTA30 w/ (22) (2)- 12d — GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVERTOP SON SP4 w/ (6) 10d x 1 1/2" (USE USESP6 FOR 2x6 WALL, USE SP8 ( TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL ® BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE / ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS � FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. •' ;� SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1!2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF • CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB ° ° G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ, TYPICAL BLOCK FLOOR DECK INFO .. .. 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ 7 10d () EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL °°• •°• VERIFY W/ PLAN 8d NAILS 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4)1/4 x2 TIE BEAM @ 8"o.c. FLOOR TRUSS! I -JOIST SEE PLAN NAILS (G.C, TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4"TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH PROVIDE BLOCKING WINDOW JAMB TO FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONK. 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 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 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) 1. .pG.1:1 �oo� u o 000� o•ao� OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END - O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NI 1 11 11 11 A NAILS TO STUDS ABOVE & (11) 10d (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS O INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER o EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ 42) 16d NAILS ( DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7 REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION L2xSS PF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM ORE 12d NAILS AT 6" 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) 1 Od x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ O 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. @ EWALL OR BEAM WALL) AT EACH STUD AT HEADER / SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP I (2) - 2 x4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B j AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE { B G � 2 x 4 #2 SPF STUDS O INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) B 0 X HEADER AT 16" O.C. U.N.O. (1) (2) (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANC OI R BOLT,w/ (2) 2x TOP PLATE E F TYP FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7)----—TIE 10d NAILS & (4) 1/4 x2 1/4 BEAM 00 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 SEE FOUND. PLAN FOR FTG. REQ. 6" O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS , a TOP AND SIMPSON SP1 w! (10)10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • < • ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AEXTERIOR AND HEADER CONN. @ 2nd FLOOR STUDS BELOW (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 � (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER 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 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS ° DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 O O 12dTOENAILS. EXTERIOR HEADERS • 3" O/ XTF �9T Np �2xDS 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN @ @ END OF HEADER. SEE 2 12d TOENAILS. F�82k @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB INFO. 1 2x SILL PLATE W/ O O OPENING LARGER THAN 4 ft (2) 2x ° 4 rOA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2 10d TOENAILS AT EACH O SILL PLATE w/ SIMPSON LS30 w/ (6) ° EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ° ° ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD r8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF ° BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ` 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH Ile END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK .. FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS 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] TOP PLATE SPLICE DETAIL ri g �0 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N N C � �. -C y W Q o n cz, :. Cj M .•cam; � NCIA 0) CL " d —CUR y r a� a M O CV N O .3 ` •' gib. 3 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. vill 01TE 0 co M s cc ® N N t//B '�� r��r-°�. N U " V ep C13 v J L LL u W W 4 bb F ILILW U) .. m 9 Z Q N M OU v 0 W 13 ❑ N O o � N Z n U)Ln o � o LL �C3 K� C) 49 u OLLJ V, Q ry y LU J N g C) o u' Q Y N M OW Imo® o M J � �� w Z < � I1 CQ E C5_ O E 0 Zo 0 w z ZN <N ze o a 1211 rd 6 E E ?o � M m m <w Lu � C!? T p o� 0 ¢ ¢0 Qo a z �w S k O° - 0 F M V Ola d -0 3i E2 LOLO m ~ (0 O O Cr O Y U T U) (y N ) L0 .� O cn M 0) � o C:) L0 00 -0 .0 LL N r- c0 O) LO (=1 < to N r E @ � � CM o z z E N W ro IL 0 Q o JOB NO: 23-04656 SCALE : AS NOTED SHEET NO. D2 r - - _ - - - - - - TT I M LLO e a 0 I M r z Q LO 0 M LO LO v LT C) 0 0 J LO 0 I N LO LO d- Q N a i a v E 0 c 0 U J c� Ih 0 ca O a N N t0 0 d Z 0 0 m 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING x SHEATHING BY LAPPING DOWN OVER RIM JOIST ANQ UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 EXTERIOR SHEATHING 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME REFER TO TECHNICAL LETTER ON CHEMICAL O WINDOW COMPATIBILITY FASTENER 1) SEALANT AT SELF -ADHERED FLASHING 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF 2 3 o WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED SELF -ADHERED FLASHING PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW 2 FRAME 3) SEALANT WINDOW FRAME T Ii NAILING FLANGE WINDOW BUCK ALL THE WAY 1 AROUND, INCLUDING SILL. DO NOT FLASH OVER BOTTOM NAILING 8 FLANGE SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r�r�onnv� SELF -ADHERED FLASHING DECK JOIST 8" CMU 4"OR8"CMU (PER SEAT DEPTF FILL WITH GROUT E AM r�r�onuv� 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- SLOPED MUD BED - VINYL SHOWER PAN a 1'4" PER PLAN V-0" PER PLAN a SHOWER SEAT a WEATHER RESISTIVE BARRIER 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 WP02) SELF -ADHERED FLASHING C, SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING SELF -ADHERED FLASHING 3" MIN - SELF -ADHERED FLASHING OUTSIDE CORNER .09" r!14 a- d a a W W U = LLI rr Q Lu /Lu/� w V/ O U) -11 �- DOOR ROUGH OPENING WINDOW UNIT SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID 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 KING CEMT. FIN. EQUAL WEATHER EXTERIOR PROOF CAULKING 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 _ 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 1 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 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (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, ��o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BorroM 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 C_ _ shall be installed at the following locations: V 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 , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 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. Wat r Resistant Barrier 7. 7.At built-in clutters. SELF -ADHERED FLASHING PATCH O SELF -ADHERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I . WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE - - - - I II era PLASTER STOP THIS 1 NATU DO N( CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A SOFFIT/CANTILEVER e Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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 7116" 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 11 oft �N Chi N o �LU W t'V y as S .s d -> E �- 3 COQ,X2 2 C E ff) � M 0 c� co O 8 I 5>. N o , i' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W 5 0 E M U N 0 o n U) ' R H N{ W I- # t1 -% ai M d a LL LL LL W 0 Z -� a s m � � W Y o = Cc 0 NI z Cn� Co M0 a W O❑ (D M N Lh � o co (D o� d d r M z II CD Q) 0 --J L.� LULI O LJ3 0 WN c) a RIMr- - $ _ z i' () aCD N O, o w L"? C"> Z 4 O Z Q < 11 C c o u 2 ❑ a� w� ZR a za ❑ o: o E �4 g� m Cp ao <z <z ww -ate �o o�z mo 15 g Z gZ C/, T 29 LL a m ¢o r ti- R� � z =�aT° a 2 O i E .--�LO cc O C) O r V W o N m m v Ln - rn �- Q O U) M C3� I CD O � 'N_^ L0 Q W LID M T-- CD qZ11 M o Z cc z j E O N N c E 0- U J Q J JOB NO : 23-04656 SCALE : AS NOTED SHEET NO. W P 'I - Mounting Brackets (10 Gauge; 4-1/2' x 4-112' x 2-12' TT Birk Cross Support (May be cut to W) See Anchor Schedule I 11F Right Brackil all 112a Dl A325Galy» ifyp.) I a #14 Self-EDrillirlrg ,ra f Screws A/C UNt RolitDm Edge • Hurricane Strap (Tyfpir- lr +in front) Washgr4 - ` Fret Criss Support Self -Locking Furls (May be clot to W Left BrdC'ket 06 Gali1 3 ff145elf-Dri9lrig Strews'lliru $rackets Back Cross Support Into AIC unit Bottom Side Jyfsical- 3 each sidle: for hurricane use) _*n:c6L m313111dtion eesaxer J!if.As and i=tan 61 matte 1­6 1-iertsauasc'?ur Bract` n ,.. _ 3 xir)!%*j :fag ""`nvaiiclnlr apnn miyv4xt i di� i� f Florida Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail Paget or 12IW2021 C-44 Emi or !L Data Dale PentllndData j ore version Manufacturer Correct Enalneer& License Validated By validated "rattled FBC Approval Approved 9lalule ARiration 2020 Smart Vent Products, m Michael Gmdam Hares F. Nder. RE Loche Bowden P.E. 121IM020 12110/2020 1228/2020 Approved Category: Structural Components (677)441-W66 PE-7378 (334)30D-1800 Sub Category: Products lntroducedase Resultof Info@smsrtvent.com New Technology Complianco Method: Evaluation Report from a Florida Registered Architect ors Licensed Florida Professional Engineer Ftai51122-RB.preduds Quallty Assurance Aoprovedfor Uas Approved for Us. Impact Design Sao# Product MOMI. Numhtra Name Pr.duct Dascriottea Contract Explratiitn Date In HVHZ Ottsrde Nym Ritalsfant Pressure 1 6martvent Model #1540.510 Dual Funeflm Flood end Ventilation Vent 120112023 Yes Yes NIA -100/-100 2 Smerttt Model #154"l I Duel Function Flood and Ventilation Vent 12/312023 Yes Yes N/A -look 100 3 SmartVent Modal#1540-520 Insulated Florio Vent 12f312023 Y. Yoe N/A «tODF1D0 4 Smart Model #154652i Insulated Flow Vent 12f3t2G23 Yes Yas NIA «1o0k1 b0 5 SmanVent Modal#1540.524 16&qud; Garage Door Flood Vent 12f312023 Yes. Yes NIA NiA 6 SmenVent Model#1540'570 Wood Well In arlatad Flood Vent Ini2023 Yes Yes NIA •100A1D0 Sma HVent Moss#1540:574 14.S&qud'. Garage Door Flood VanE. 171312023 Y. Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 ef1 11412021 .rc.. '." .' 's kC`Y"l :- S n 'ri `�'*`'�'�` �- '4 -': L - ',:_'..-.. .. =4.r/''S`f"<;a'^r' `-�:a%>'•,.-.S ?z-a-`-ems". - 4- J'�y ; Code Elm or gee "a Dare Pending tDate •TV-- Version Manufacturer Contact Ehpinaer&License Mandated ax Validated SubmlOed FBCAapmVal Approved Status Revision 2020 Drexel Matals. Ind. Jason Shumate Zachary R, Print Locke Boedw P.E. 0811C2020 041109f2020 082012020 10/132020 Approved Category: Roofing (502) 303-1511 PE-74021 (334) 300-1a00 subcategory: Metal Roofing ishumataQdr met.com Compeance Method Evaluation Report from a Fl once, Regitered Arhtect oreLicensed Florida Professional Engineer t: Let L67�,-id8 Products QuNity Assurance APDMVed for Use Approved for Use Impact Design Sao Product Model Number or Name Product Descriptlbn Contract Bxplratlon Daze In HVHZ Outside HVHZ Resistant pressure 1 Drexai Metal Roping System, DMG 1GONS; DMC 15DSS, DMC 175S: DMC. 2005; 12/3IR025 Yes No NIA +OJ--180 OMG5V Florida Department of Business & Professional Regulation Page 2a 4 Building Codes and Standards 3512D23 Product Approval Application Detail -i- v.Nv,•;e:. ��H,��,t � - } ,k. 'F".,,a-Sp .. .c_.s. - . ., ��2 � T Ys�xtt'a�. Y` c. ., fk`�.k.� S >&• rat" b �.,§ '�'" 3 .�. yt nE trity Data Date Date Pending lml Tvoa Yan:lon Manufacturer cont E tacna& kmwrLiceree Validated By Validated suti"Ito BC FA,,,-,I AA---,Ia Spar", Revision 2020 Thermi Corporation Steve Jaspers[ri Lyndon F. Schmidt. fP: E. Ryan J. Ming. P.E. Wl5f2021 12r312020 0422/2021 DBJOS2021 Approved Category; Exterior Doors I800i 843-7E28 PE-43400 (813)'767-6555 3upCate li Swinging Exterior Dots Assemblies sfasptrson@therma ru.c. ..""lance Method: Evaluation Report from a am Florida Registemtl Arohtecl dr a Licensed Florida Professional Engineer FIJa211461i Products Quality Assurance A.mrored for Use Aoomved for Use impact Deilu a -'a Roduct Modal.Numberor Name Product Deacdplron Contract rNpindlou Dade In HVHZ Oa ids HVHZ Resistant Pr.s.,se 1 n. There-Tru Fiber-Cleedd and Smooth -Star Pkminal a&#39:58quttimpad8quot Opaque 12nitz026 No Yes Yen WA Composite Edge Fbergless Single Door (Inswing/Outswing: X conlIguragan) 2 b.There-ltu Fiber-Ciessic and Smooth -Star Nominal 6&#39;5&qud; lmpatliquot: Opaque 12f3l2026 No Yes Yes NIA Composite Edge Fiberglass Single Door with SWellte(s) (111-1,91ourswing: XO. OX or OXO mnfgareal. ) 3 c.Thermo-Tru Fiber -Classic and Smooch -Star Nominal 6&939:8.&quctlmpect8quot: Opaque IM12026 No Yes Yea NIA Ccmposite Edge Fberglass DouNr�u e Dooah or mithout Sidelites (hiwing/OJlsyfing; XX w OXXO configurations) 4 d.Thera-Tru Fiher-Classic and Smadoth-Slat Nuentral8&#30;0&q tJmped&quot Opaque 421312G26 No Yas Yes N/A Composite Edge Fiberglass sr ie Door (Inswin fOutsrcin .X c4nf uretion 9 ) g 9 5 e. Thera-TrU Fiber-ClasslEe d Bmmlh-Star n Nominal 8&#39U urnl act ot0 Opaque : a'q , rail � P 9 12f312026 No Yes Y ea N/A Composlte Edge Fiberglass Single 0p 0 Sid Iue(s) (IhselpglOulsvhlg.XO OXorOXO conng rat one) 6 f. Therme-Tru Fiber-asssie and Smooth-Sair Nominal 88#3"&g ot:lmpact&.gvat Opaque 121312026 No. Yes Yes N/A Cpmposte Edge Fiberglass Double Doaw:ith or v4N out Sdaltes Insring/OutvMr g; XX or OXXD cmfigurali'a) .I g. Thera-Tru Fiher-Classic and Smoatn-Star NmJnel 6aft":8&q..tJmaad&dot Glazed 12/31/2026 Na, Yes 'Yes NIA Composite Edge Fiberglass Single Door (inerving10utaa ing. X emlguradon) 8 h. Themes -TN Fiber -Classic and Smooth -Star Nominal 6&#39 8 &wplulmpad&quot Glazed 12/312028 No Yes Yes WA Composite Edge Flberglass Single Doorwhh Stella, s) IlnslvlrteKOuimia g: XO. OXcr OXO conflgurallonsl 9 I. Thera-Tru Fiber -Classic and Smoori-Star NmVnal 68#39 8 &quotlmpRd&gUbt-Glazed 12r312026 No Y. Yes NIA Compasite Edge FIb gi ss Double Dwr.ith or N4thout Sidelites tin ingfOuts,emg XX d, QXXO conf urat"re 9 I 10 1, Thera -TN Fibers-Chesic end Smoth-Star Nominal 8039;0 &gaol Impad ilquat Glazed. 12J312026 No Yes Yes WA Composite Edge FMergiass Single Door (Inawingfotnvaing, X configuration) 11 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#3" &quo ImpeU&qud' Glazed 12f312026 No Yes Yes NIA Composite Edge Fiberglass Single Dgorwith S tl Iael ) ll 'ming/Ounving; XO, OX or OXO ccnfgunetiore) 12 t.Therme-Tru Fiber -Classic. and Smooth -Star Nominal S8#39;08quoulmpaai&quat:Glazed imin02e No Yes Yes N/A Canpodte Edge Fiberglass Doubt Doprwlth or with out Sidelites (InsivinglOutse ing, XX or OXXO configurations) 13 an Thera-Tru Flbsr-Classic and Smooth.Ster Nominal 6&#39:8 8.q..tJmped&quo1; Glazed 121312026 No Yes Yes NIA MoldedOPen Com PDte Edge Rba91Single Door Nevin9/Ou trag X confige ado.J 14 n. Thertna-Tru Fiher-Classic and SmooM-Slav Nominal 8d#39;88pud ImpactdquM Glazed J13 1 12026 P b Y es Yes / N A Maidad Open Composts Edge Fiberglass Biagi, Cos. with Glazed Molded.Open Sdelihau illeaing/Outseing xO, OXer oXO configurations) 15 a. Themne-Tru Fiber -Classic and Smooth -Star Naninai ide'9:8 &qut;lmpad&qu t Glazed 12612026 No Yes Yes NA Molded Open Composite Edge Fbergle. Double Oow kith or ithect Glazed Molded Opts sideltee (InsvinglCiuts„Ing; XX or OXXO configurations) i6 p. Thera -Tau Flbear-Classic and Smooth -Saar Nominal 68#398&quol;lmpsd&quot Opaque 12J312026 No Yes Yes N/A Composite Edge Fiberglass Saga, Doorveth Molded Open sdellteta) IlnsWingvOulsv/ing; XO, OX or OXO confgu mtlons) 17 q. Thelma-Tru Fiber -Classic and Smooge-Star N Ina[ 6&#39,8&quotlmpad&qud, Opaque IM12026 No Yes Yes NIA Campenate Edge Fiberglass Double Doerwith:or eth t Glazed Mdded Open S1deraea (InsvAngtOnawing XX or=0 configurations) Florida Department of Business & Professional Regulation regal or1 Building Codes and Standards lw2021 Product Approval Application Detail "" ?� 1?C a:;. 4 ) fa _ y �' "°�.is �. �'� �'"'`" �'� s�':,��.��`.a�•`'ec,'�'-'�+_Y� � rt � f">s�,.A v'i.:: -`� .L%.4' k �'`�s �'` ,;h�����i��a-�' •�ti:� �ti'7`�4�hi`t '' J`� �,' Coe MAtv or pats DMe Dale Portdri cot Nda Version Manufacturer Contact Enolneer&Llearee ValidatedRv yatvated sn8mtmd Fee Approval Approved ,State.. R-aeon 2020 PGT Industries dens Rosmvskl Mlami-Dade BC00<CER Miami -Dade BCCO - VAL 111'122020 102s12020 11(242020 Approved Category: Eet.n ,o ore tw) 480-0100 (786) 315-2500 Subcategory: Sliding Exterior Doa Assemblies iraadWakl@Pgtinduahlts.c Compliance Midlac& Certification W nk a^' Listing an PL#251H733 products- Ouallty Assurance A ...... offor Use ARvroved for Use Impact Desion San$ Produpt ModMNumbarar Name Product Description Contract EzWrottonoate i HVHZ Outside HVHZ Resistant Pressure 9 SOD35i0(Lerge Missile mpast). lanyl Sliding Glass Door 04il%21 Yes Yea Yea N/A March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEIET(2023) As required b Florida Statute 553..842 and Florida Administrative Code 9B-72 lease rovide the information and real numbers the building components listed below if � �° n r P � h pp n bu g p w they will be utilized on the construction project far which you are applying for a Category/Subcategory Manufacturer Product [)ascription Approval Number(s) Test Pressures Exp. gate 1. EXTERIOR DOORS IT'hermaTru IFL20461.1 A. SWINGING Fiber -Classic and Smooth -Star (ION -III PACK +67.0/ 7,0 psi 1 1 1/2029 ThermeTru Fiber -Classic and Smoothy -Star (IMPACT) FL 0499 + ?.0 - 7,0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +010,0/-80..0 psf 12/31/202 B. SLIDING MI Windows and Doors Serves 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 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 80001810018200 ##1105 (8X7) FL8248r3 +31.0/-35,0 psf 12/31/2023 Wayne -Dalton Series 8000/8100 8200 ##1123 (15 7) FL8248.1+0 +30.01-33. psf 12/31/2023 Wayne -Dalton Series 8000/8100 8200 ##1124 (1 7) FL8248.11 +34.41- 8,3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 80717071727r7471and 847 Single & Pairs of Doers FL11537A NIA (see rust sht) 12/31/2025 2. WINQOViWS Ar SINGLE HUNG MI Windows and Doors Series 185 FL17499r2 +80,0/-80.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/3012025 Pella Corporation Series 10/20 FL11206 +35.0/-35r.0 psf 6/17/2027 Pella Corporation � PI Pella 10 Series I=L18803 + 80 01-0�0 psf p 8J2 0 3 2/2 2 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351A +55.0/-55«0 psf 2/16/2024 Pella Corporation Series 10/20 FL111+61 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NVA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +50.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243,5 NIA 4/30/2025 Pella Corporation Series 10120 FL 694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 512512031 D. MULLION MI Windows and Doors Series 57164 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261,1 N/A 5/26/202+6 E. OTHER 3. PANEL WALL A. SLING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192,1 - FL13192.2 N/A 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272,1 - FL15272.2 +75.0/-75,0 psf 12/31/2023 Alpha Aluminum, Inc, Solid and Vented aluminum Soffit FL15544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4e ROOFING PRODUCTS k ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roofs 151b Felt Underiayment FL12328 NIA 6/2912023 PI lass USA, Inc. for Tile Roo y9 ( POLYSTICK TU. MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL19918A - FL10918.4 NIA 9I9/2025 Florida fetal Products, Inc 'Vent RV10 FL21580.3 N/A 12/31/2024 LomancoT Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849,28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.18 - FL7849..20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, inc.. DMC 100NS1 DMC 15OSS1 DMC 175S, DMC 200S, DMC 5V FL17679,1 +01-180 12/31/2025 5. SHUTTERS k STORM PANELS Global Protection Produ is c Galvanized Steel Storm Panels FL15078.1 - FL150 8. 7 2 NI A 12/31/ 2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17859A NIA 12/31/2023 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITV/ Building Components orients Alpine Truss Plates p FL1999.1 - FL1999.4 NIA 1 /31/2024 2 MiTek Industries, Inc. Truss Plates FL2197A - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL1 PSL, LSL FL+6527.1 - FL5527.5 NIA 10/31/2023 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/ 2512024 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 e rm p P pp p p p r available to the inspector on the 'obsitet 1 co�,yye of the product approval, 2 1 � � copy t pl_ }a N Florida Department of Business & Professional Regulation Page 1 of N C �+ Building Codes and Standards 1252022 -0 > = (� Product Approval Application Detail 2 11�f4��"`, . , -' ::.��, �� a. vrT+ a, , �,�i 4: • �, a:=,.s, ;,,, m,,. ;,•;:< ,- r v..,a��� .4'trr� ^��; Cotle Entity or ate ate Date Pending pi g, cc Tt 6•{� rye Version ,Manufacturer Contact Enalneer&License YAdated By Validated Wmithadl FBC Approval Approved status y�•�•/� �•r' Revision 202C Therma-Tr Corporation Steve Jasperson Lyndon F. Sctl1'sdt, RE Ryan J. King, P.E 07/2312020 07/12I2020 0712912D20 90/13Y2020 Approved }e j Category: Edanor Doors (800) 843-7528 PE-43409 (813) 767-5555 Sub0odail ry: svivnging Exterior DoorAssembliess)asperson@duarmatru.co (n Compliance Method: Evaluation Report from a rat Tt V Florlda Registered Architect or a Licensed Florida O Prore nalonal Engineer F(-M70-R3 Produt - DualkNAssurance Aporovedfor Use Apnrovedfortise impact Desian 0 Sean ProtluM Mom del. Numberor Nettle Prel Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure _ LL 1 a. Therma•Tru Fiber -Classic and Smooth -Scar Nominal8&439;8&quotlmpad&quot; Opaque 1213112022 Yes Yes Yes WA O t� 'i CU Composite Edge Fiberglass Single Door C O > (Inswing/Ou{ mg; X configuraton) N 2 b. TheirmaTm Fiber -Classic and Smooth -Star Nominal 8&#39 8 &quotlrnpact&quoe Opaque 1213112022 Yes Yes Yes WA Q Composite Edge Fiberglass Single Door with V! Sldelte(a) (InsvvinglOutsvdng V) XO, OX to ^ configurations) c'O �� 3 c. Therma-Tru Piber-Caeso and Snrootn Star Nominal 5&#39,6 &quot;lmpact&quot Opaque 12J3112022 Yes Yas Yes NIA ) L� o y„L Ccmposile Edge Fiberglass Double Door with or .L^ `^ "At out Sidelites (lnswinglOutsaing, XKor OXXO if V J configurations) 4 d,Therms-Tru Flber-Classic and Smooth-3tar Nominal 8&439;0&quctlmpact&quol; Opaque 1213lf2022 Yes Yes Yes NIA Compastie Edge Fiberglass Single Door (I nswnng1Outsvnng; X configuration) 5 e. Thermo-Tru Fiber-Cl.-ic and Smboth-Star Nominal 88#3Q0 &qudklmpact&quota Opaque 12J31f2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelli OnavvinglOutswing: XO, OX or OXO configurations) 6 f. Thermo-Tru I'det-Ctasstc and Smooth -Star Nominal 8&#39;0&quot;I'm "Is' "d Opaque 12J31RA22 Yes Yes Yes NIA Composite Edge Fiberglass Double Door oath or without Sidelites (Ins ving/Cutavong; XX or OXXO configurations) 7 g. Therma-Tru Fiber -Classic and Snwoth-Star Nominal 6&#39;S &quotlmpact&quet Glazed 1213112022 Yes. Yes Yes NIA Composite Edge Fiberglass Single Door (I nsw rtg/Outswing; Xconfguraticn) 8 h. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:8 &quaClmpact&quot; Glazed 12131 f2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door mAth Sidelites) (InaW nWCutewing; XO, OX or OXO configurations) 9 i, TTheirma-Tru Fiber-Csssicand Surooth-Star Nominal U001.8&quot;lmpact&quot;. Glazed 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Wth of without Sldelltes(InawinglOutsmnng XX or OXXO configuratlons) 10 J. Therma-7ru Floa-Classic and Saks Star Nomina199#39;0&quot;lmpad&qum Glazed 12/31/2022 Yes Yes: Yes NIA Composite Edge Fiberglass Single Door (msvnng/outswing; X configuration) 11 kThermo-Tru Fiber -Classic and Snlogth-Star Nominal 89#39:0 &quotlmpad&quct Glazed 12J31f2022 Yes Yea Yes NIA Composite Edge Fiberglass Single Door With (Imxe ing1Outswing: XO, OX or OXO configurations) 12 I: Thermo Tru Fiber-Class.a and Smooth -Star Nominal 8&09;0&quot;lmpad&quot Glazed 'IM1/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door With or Without Sidelites (InswinglOulswing; XX or OXXO configurations) 13 m, Therrlla-Tru Fiber -Classic and Smpoth­Star Nominal 6&#39,5 &quotlmpact&quot Opaque 12J3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single.EboriMth &quot,Non-Impact&quota Sldelite(s) (I awAri lOutsw/ing; XO, OX ar OXO configurations) 14 in ThermatJru Fiber -Classic and Smooth -Star Nominal 6&439;8&quohimpaat&quota Opaque 12/3112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door wdh &quot;Non-Impact&quot: Sidelites (IneninglOutsni ng;. OXXO configuration) 15 o. Thermi Fiber-Clal and SmetoetSter Nominal 8&#39;0 &quotimpact&quot Opaque 12J31/2022 Yes Yes Yes NIA Composite Edge Fiberglass single Doorvath. udtNwrIm act& uoY Sid fte s e &q p q { ) (I nsrtihglOutswang; XO, OX or OXO configurations) 15 p. Therma-TN Fiber -Classic anti Smooth -Star Nominal 8&#39,0&quot;lmpact&quotOpaque ID31 Q022 Yes .Yes. Yes NfA Composite Edge Fiberglass Double Door with &gLot Non-Impact8quat; Sidelites (Inev0ng;Outsvurig; OXXO configuration) 17 q. Therms-Tru Fiber-Classi. end Smoptb-Star Nominal 6&#39;8&quot;Non-Impact8quot Opaque 12i31J2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswingloutawing; X configuration) 18 r. Therms-Tru Fiber-Classioand Smooth -Star Nominal 689391.8 &quotNon-Impact&qua; Opaque 1213112022 Yes Yes No NIA Composite Edge Fibergiass &ngee Door with Sidelites) (I rrswinglOtltstMng; XO, OX or OXO configurations) 19 s. Therma-Tru Fiber -Classic and. Smooth -Star Naminal 89#39;8&quot;Nandmpad&quot Opaque 12I31/2022 Yes Yes No NfA Composite Edge Fiberglass Double Door With or , 4thout Sidelites (Inse/inglOubsving; XX or OXXQ configurations) 20 t Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#330 &quotNon-impac& not Opaque IV3112022 Yes Yes No WA Composite Edge Fiberglass. Single Door (Inswingf0tia-ng; X configuration) 21 u. Therma-Tru Peor-Classic and Smooth -Star Nominal 8&2 9:0 &quotNon-I mped&quot Opaque 12J3112022 Yes Yes No WA Composite Edge Fiberglass Sin9la Doorwith Side@e(s) insw riglOutsvdng: XO, OX or OXO Conflourallonsl 22 Y. Therme-Tru Fiber -Classic and Smooth -Star Nominal 81,1139,0 &quot;Non-Impad&quot, Opaque 12J3114022 Yes Yes No NIA 'd Composite Edge Fiberglass Double Door wrath or 1J J without Sidelites Onswirg/Outsw•ing X(or OXXO configurations) L 23. w. Therma-Tru FibouCiassic:and Smooth -Star Nominal 8&#39,8 &quot;Non Impact&quat Glazati 1213112022 Yes Yes No NIA •.' �=- 9-= Composite Edga Fiberglass Single Ooar = `� (I nsw1ngfoutawireg; X configuration) 24 x. Thermo-Tru Fiber Classlo and Smooth -Star Nominal 6 &439;8 &quotNon Impact8quot, Glazed 1213112M Yes Yes No NIA .t•� 1�1.. ?wC (ice Composite Edge Fiberglass Single Door with Side) Re(s) 0 nsW ng/OulsW rag; XO, OX or OXO N �^ (= configurations) "'✓:.,t 25 y. Therme-Tru Flber-Classic and Smooth -Star Nomin2l6&#39;8&quotNon-Imp2ct&quot Glazed 1213112022 Yes Yes No WA Composite Edge Fiberglass Double Door wrath or t•nthout Sidelites (Inswing/OuLsW ng; XX or OXXO e Tconfgurations) 61 �' H ;226 z. Thermru Fiber.Classlo and Smooth-5 r Nominal 88Ar39;0 &quot;Non-lmpad$qupK Glazed 12131/2022 Yes: Yes No N/A • Composite Edge Fiberglass Single Door (InswinglOutswing; X configuration) QC 27 za. Therma-Tru Fiber-Clseer; end Smooth -Star Nominal 88439:0&quoCNcrr lmpact8quoi;.Glazed 122112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with 10 CC., m Sidelte(s)(Inswing)Outswing; XO.OXcr OXO configurations) 28 A. Therma-Tru Fiber -Classic and Smooth -Star Nominal S&#39;0 &quot;Non-impad&quot Gimed 12/31f2022 Yes Yes No NIA R1 Compasite Edge Fiberglass Double Door win or �• �'= '3 without Sidelites (InswirigfOutswing; XXor OXXOF = G configurations) 4G Coat Two. Version Manufacturer Revision 2020 MI Winders and Doors Category: Exterior Doors SubCategory: Sliding Exterior Door Assemblies Compliance Method: Evaluation Report from a Fluids Reglstered ANhiteet ore Licensed Florida F L1375982-R8 ,Products Profassbnai Engineer Seok produdt Model dumber or Name 1 SERIES 420ALUMINUM SGD 2 SERIES 420ALUMINUM SGO 3 SERIES 420ALLJMINUM SOD REINFORCED. 4 SERIE5420ALUMINUM$00 REINFORCED 5 SERI ES 420ALUMINUM SGD REINFORCED. Florida Department of Business & Professional Regulation Page 1 a1`2 Building Codes and Standards I512D21 Product Approval Application Detail E to pv ar gave page Dart Poniard Date Contact Enotnaar&Llcwrsa Vallated Be, validated $istemlited FBCApproval Apomyae S lE Brent 6111inger Luis Roberto Lomas :Steven M Urlch, FIR 10/05/2020 101062020 10J1912020 12/152020 Approuad (717)361-3300 PE-62514 (717)31 T-8454 bsltlln gar0_mI,vd.o.. Quality Assurance Approved for Use Approved for Use Impact Design Product Llescrlotbn Contract Exdretloil Daze I9 `HVHZ Outside ill Resistant Pressure SERIES 420 ALUMINUM SGD OXO 12212024 ale Yes No NIA 145-314&quo1;c80&quot NON -REINFORCED SERIES 420ALUMINUMSGD OX. XO,XX 12r312024 No Yes No N/A 96&qud PeO&quot. NON -REINFORCED SERIES 420ALUMINUM9GO REINFORCED OXO 12r312024 No Yes No N/A 145.314Aqu.%xa16&qudt; SERIES 420ALUMINUMSGD REINFORCED OX. 12r312024 No Yes No N/A XO, XX96&qu0tx96&qu0t; SERIES420ALUMINUMSGDREINFORCEDXXX 12t312024 No Yes No. WA 143&queri,D6&qud; Florida Department of Business & Professional Regulation Building Codes. and Standards Product Approval Application Detail reset d2 1M2021 Code tEn Ito or 2" ,{}rite Data Partly DA2 ]yes Version #lanifulurer Coal Engineer Dceiese ValidatedW Validated FBCAeorovid Aonrovad Status Revision 2DW Wayao-Oaton,. division cfOvarteed Door Dwayne Karnish John E.Scatee Jeffrey P. Arneson, P.E. ID1122020 D92912ON 10232020 12/16/2020 Approved 9orporl (330)763-8121 PE-51737 (W4)821-5200 Caiapoy: Exlerlor Doors dider sh@Wayne-deltot.c Sub 49ory: sectional Exterior Dow Assemblies can Corapllartca Method: Evelueton Report from a Florida Registered Architect or a Licansed Flonde Ft.#8248•R20 professional Engineer PrOrhlpta G"Ifte Assurance AOWo'ed for Usa Aoomved -_-_ for Use I t gREIgL Sou R product Model. Number or Name Product Description Contract lutdrallon Date In HVHZ outside mvh Resistant Pressure 3 80D0181 D018200 #1105 S&#39; Mm width. 14&#39: Mar height. Glezing 12/312023 No Yes Yes +31.00k 35.00 available In top or Intermediate d I n 10 80001810010200#1123 16&a39: Maxyddltu 146#311; Muliolgm, Glazing 1W312023 No Yes Yos 130.001-35.50 avail bier to or in a adles, edl n a ra p [inn s o 11 8000/8100/820D#1124 16&#39: Max Width. 149#39; Max height. Glazing 121312023 He Yes Yes +34.401-n 30 available In top or intermediate sad-. Florida Department of Business & Professional Regulation pager cot Building Codes and Standards I15/2021 Product A roval Application Detail PP PW - ���• Code enter or got. Data Date Pirract gate Tvoa yeraldn Manufacuer Contact Enolneer d License Validated BV VaBtlatad submitted FBC Auoroval Aoomved Status Revision '2020 Curies Dlvislol ofAADG. Inc. Tom Rattay ILL LLC Troy Bishop. P.E. 12110f2020 Imi2020 122lM20 Approved Category: Exterior Doers 4641) 494-2813 i954) 947-0880 Subcategory: Exterior Door Components lom.rahay@esseeblay.ao compliance Method: Cenefcalon Mark or Listing m -4UM XSdLRB?rad idle OuallwAssurance Aporowelfor Use Approved for Use Inlpatl sl t slap# Product Motllal, Number pr Name Product Descrkithe CaNrit Exoh rr pate 1n HVHZ 4utsiee HVHZ Resistant Pressure 1 607. 707, 727, 747, 757,: 777, end ae7 Single and Pears of Flush Glazed and Louvered single and pairs of 12r312025 Yes Yes Yes N/A Doors halicw metal doors Florida Department of Business & Professional Regulation flags c1`7 Building Codes and Standards 520 1 Product Approval Application Detail Code MAINar one orate Data aerating oast TtBy Version Rlandacturer Canted! Enalneer&Liceres validated Ey Valltlatetl submitted PAC Aoomval Approved Status Revision ZD20 Mt Wrndbes and Doors Brent Sitllagar American Architectural Steven M. Uduh. PE 11117f2l)29 l Vlmo20 112712020 Approved Category. SMndows. (717)381-3300 Manufacturers Assudeklon (7f7)317-5454 subcategory: Single Hung hseklingarig.ml'rcd.com Compliance Method: Cerd"I lon Matt a Listing o Oualin, Assurance Attenuated for Use Approved for Use Impact Deal.. e-## Product Model. Number or.Name Product Dasorlotlon Contract EmIration Data In HVHZ outside HVHZ Resistant Pressure. 2 185 SH 52x72 FiniFienge Frame IG16G Single Hung 101082023 No Yes No +60/-60 Laminated Glass CD E W z co ICU > L L O 0_ ,rrE�i 0 O L tort `) W CV W Q H O LCU W Q W z J Z Q J 11 SHEET NO. PA 1.0_ __ _ Ll L 11-i 1 - i i ia'. i I I I:fit7:! i iil,I, -. till. i -IAl .,: I a. L. nl I � :. ,1 : 1 - 1 1 1 1 1- . -P-0 Q) (1) C_ I — CU (D -b— I Florida Department of Business& Professional Regulation Page 6 of 9 Florida [)apartment of Business & Professional Regulation page I of I Florida Departmortof Business & Professional Regulation Pass 1 of I Florida Department of Business & Professional Regulation Page I of 2 0 —0 > = Building Codes and Standards 112512022 Building Codes and Standards IV21)21 Building Codes and Standards j&20?1 Bullcling Codes and Standards I G21321 =3 ­' Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ProductAppioval Application Detail 2 2 _0 (D CL a 0 0 - I .. � as, - k 11 I Code - '_ Entity Data 319 M, NEW = M -X3 0- T-e Version Manufacturer Q Contact I�fjqslne-&Ucamm Validated B Validated Date Date Pendincl Submitted FRO AIMMYRI .2111C Aparoved statu opus, Entity . 2111-t. _DAe oat. Peadna gate Code Entity M I M Date Data Pending me Code version flusaturaqturer Entity or contact Enai,,,,&Li Validated Big Aft Du Done Poiidlno Dise Validated Submitted Aratmenall &at,% .7 0 (3j oievi�i.n 2020 Th.,­T,uC.,pp,obon Sbs-Aa.pomcm Lyndon F Son midt P. E Ry- J. King, P. E, 10107�2021 09118/2021 1 OM 3=21 12115i2021 Approved TV" version Martufatoluro contact 1.101110" 9 worrise Validated 5V Validated 8ularlthad PSC A01.11A Apor-ad Anoust TV-- V,,I- M.-hicams, Ecal'Uhur & Li.ws. Nnaludsibud Re Validated Submitted FBC A -,,I Aterev. stature Im ... so ERICAmimaA0 M ..l....0 L) -1�a U) Category, E,farior Doom (800) 843-7628 (813) 767-6555 PE-43409 Aflumiation 2D20 PoTfindistries jons R.-cal Momi-Chups MCCO - CER Mi-l-Dode SCOO - VAL 1110512020 1110512020 1111112020 Approved R-111.0 20" MI Windws.nd Door. Brant ,a finger American ArchRecorral 5I Ift Urich. PE IOMBJ2020 1006t=() lailaInU120 Approved Revision =a Iff Witacuts . Ind O. . Categary, Windows Be'rt stfirng. Amoncer, Arch 11-therni St-n % Urroh, PE afll-3300 Ma-fectursurs Association (717�317-8454 11=12020 11122f2020 11QW2020 Approved . - a IM -cu Subcategory: Swrigi nir Ex�sariiot­ Door Aassemblie,4 siasperearr@thermatru.co coteaters: Wrde'kn, (941) 460-0100 t786) 315-25H caegoric windows Horizontal �717) 305-3300 Manufacturers Association, (717)31T-8454 bsitfingerorms,d... Subcategory: Fixed (717� bsitIIhPr6mis,d_- = a) (D -0 0 Com pliance Method; Evaluation Report from a On S�IbCdtqlcuy, Sin gle Hung Compliance lifletoo: Confili.allan Mark or using ji-inowAtepondustiles,c am SuaCartegarr. Sider Corriplianne Ifiethod: Carlinficaum Mat a Listing Compliance Method; Certification Mark a- Us ring -0 ja 0 Florida Registered Architect or a Licensed Florida Professional Engineer I I . I 1� 1, I � I I , " I ", I '', ' I 11 I- - - I I I'll, 1� ; � � "I I 1: I 11 I I ' , I I I I I � I I I , I I I "I - C 0 — = I � 11 , "I 11 L69N-Ft?0F194i0A , , I I I I -1, " I I -1, I I 11 I � I I 11 I I I I I I 11 I I � I ''I I I I 11 � I I I I I � I I � fliitin�ua R,oggin, I I I I I � I I I I I 1, I , I I I I _ , � I I I I � I I I I - , 11, I I I I I I I I I I I I I 11 I I , , I 1, I I I I - - I 11 I � I 11 I � I I I I I 1, I I I I 11, I I I f Lee 4t" "I 1, I I I I I I I I I I I L_ a) 0 0 f7�"1-ft7r'Frodu4tS I � I I I I � � I 1 I I � � ,� , , I - GKoRy 0unhumar, Appravadfarijing I ApprovindforUnns IM ... t Versian QualftyAssurance Anoo.visuffortur. Approval! for Use linpast Disslan sea 0 PrMuct Me". Nunber or Name Proctuct Descidollo Contract Expiration Date A,,r,,df,,Us, A ... s6d I% us show glealan In HVHZ Outside Iftniz Resistant Pressure a Q_ — 3�: = Quality Assurance AnomayedforUse AODWYednolUse IMI)aa Q-10" $soft Product Model, Humber or Ham Product ve-littlon, Contract Invitation Igas. In MvMZ — Outside HVHZ Resistant Pressure IMA F,.d.of Mitrial. Number - Name Pmeact, D-hotiort Contract E,trAiraffloroal, In HVHZ Outside HVKZ Resistant preassure I 185 PW n � 72 ln.,4.t,d Ghti�s 04/0'4/2023 No Yes No .60Y-60 0 Li- — = Sell # Product Model, Number or Name Product Description Contract Expiration Data in HVHZ Outside HVHZ Resistant Pressure 2 SH5500 iL.1g. �vla hTp,set) Vinylsogle i­iungWinda,v OVM=25 Yes Y. Yes NJA I HS I 88 Fin and range rrome 7U12 ],.rated G1 ... OVI M024 No- yet No .95f45 . - CIO -4-0 %+_ CU 1 a Therrims-Tnu Fiber -Classic and Smooth -Star , Nominal 6WRS &quot:Non-impa,ct&qumt; Opaque I 2J3V2022 Composite I Edge Fibbrgilass Single Dow No Yes No NIA . (I nswngfOutapping: X configuration) - SL) -0 E 0 2 t,_ Therma-Tru Fiber -Classic and Smooth -Star Nominal S&#50;0 &quctNon4mpact&quot, Opaque 421B112022 No Yes No MIA (D " (1) L_ Composite Edge Fiberglass Single Door with .4., C_ Sidelite(s) (InswinghOmts,ving; X0, OX a OXO canfig—r—) .U) Cn CU c- 3 o Tmrmss-7ru Filux-Cl.sal. and Smooth -Star Nominal 6&#39;8 &qvc1rN.n-1mpsd&q.ct Opaque 12f3112022 No yes No NIA "o Fiberglass Composite Edge Double Door vvith or �- = cn s< Y,fthoort 8idelites (Inswing/Out9mrig; XXor O)OM -0 . configuralionQ 4 d. Thism-a-TO, Fibe,Casaic and Smooth-St.r Nominal 7&#39;0 &quMNon-Imdkaat&quot, Opaque 121311= No yes hic, NIA Composite Edge Fiberglass Single Door (InmWng/Outswirg; Xcanniguratom 5 a Therme-Tru Fiber-Crassic and Smooth -Star Nominal 7&#39;0 a�quot�Non-lmlpsal&quot Opaque 122112022 No Yes NO NIA Composite Edge Fiberglass Single Door with 1 I Sidelite(s) onavAnglOuttiviing; XO. OX or OXO W 6 t. Themna-Tru Fiber-Glassic, and Smooth -Star coinfiguratiorm) Nommal 8&#39:0 &quot;Non_Impact&qwt Opaque 1213112M No yes No NIA Florida Department of Business & Professional Regulation page I or I Florida Department of Business & Professional Regulation F.'" i VfI Florida Department of Business & Professional Regulation Ng.1 off fm Composite Edge Flflpegms� Sing le Door Building Codes and Standards IV2021 Building Codes and Standards t1512021 Building Codes and Standards 102021 (Inhavving/Outswing; Xcanfiguiation) 7 g, Them-mi Filber-Cl-io and S.Qoth-St. Nominal 6&#39;0&qvot;Nor-ImfPsct&qupl, Opaque 1215112022 Composite Edge Fib-ql--,.SiOg Iss Door vith No Yes No NIA Product ApproYal Application Detall Product Approval Application Detail Product Approval Application Detail Sidefite(s) (I nswinqtOutswnq� XO: OX or OXO configurerbons) . I I 1, 11 1 8 h. Themi Fiber -Classic and Smoorl Nominal 8&#30;0&quot:Non-ImpaqAquot, Opaque 1213IM22 No Yet No NIA ­ I 111 1� Composite Edge I'llserglass Do.bla Dow with a, Cod. E611tv .' Owe Date Dole Points- net. 1101 F.titv ar� [)ad- Del" Date Penis, a*- �'" Entity or ads Ded. 0_ ftedin. aaft, 4 vAthout Sidalibas 11 nswinglOullsohng" XY or OXXO 7O,'" Version Met-le,tureir C.Olost Enairvess, & License V,Iid,t,d Be Validated Submitted FSC Approsel Approved adu T­ V ... I- Max-fast.re, — Gnairm, A usnumne Volideli By, V.1id*,d Sulenitt Fac Approval A,m,, IL" nall. Version Manufacturer Contest Engineer 9 License Validated By Validated Submitted FRO AviaryVal Aporoved — Si 9 i. Therme-Tru Rber-Claussidarnd Smooth -Star configurational Nominal 88.42t9;8 &quot:Non-I mpacAquot, Glazed 12131M22 No Yes No NA Affirrafflon 202a PST Industries J.he R.-sk! Mi2mi-Dede 13CCO - CER MannI.Deds SQCD - VAL 14,=023 1 W512020 11111/2020 Approved R,,i.i- 2020 MI Wind- end Do- grent Siflinge, L0, R Lomas, PE 'Steven M, Lifth, FS 1PM81202D 1000020 10AW2020 12h�tM'20 AaP­vod Affurnionlon ,2020 PGT 1,6-hries Jers R-skil Mriori4ted. RCCD- CIER Miami -Dade BCCO -VAL 1110!V2020 1 I iO5/2O2O 1IM-1/2020 Approved Ccirripositis Edge Fibergiss,s Single Door Cirt.goly. Wind -le (941)48&0100 (786) 315�2590 Catege,y Windows (717) 365-3300 Pr-62M,l (717) 317-8454 Category, Wr0000s (941),186-0100 (7aer) 315-2590 (InswinglCutswing: X configuration) Subcategory: Faed Iresue'skii5flogthridustriesc s.hC.t.9.'y2 wifians ,enfirgorfimmd.ocro s.bCz1.g.ry: Murgions J'srs-switiloguhrotisunra. 10 I Th.rm.-Tr. I'll,W-Cl.s.1c and Smoath-Sthr Nominar Q&#39;8&quatNon-hmpacMquot, Glazed 1213112022 I'lo, Yes No NJA C..p1J­ln.Umd�Cvnnfi.n­ M.W or Listing am Compliance Method: Evaluation Report fronn, a Compluano2listsfilsorl�Cwtill-tror, Man, or Listing .nn Composite Edge Fiberglass Sing le Door with I I ' � I I , , I I I Fi�dd�R.gl�t�,,dAr�hlie,t.,�kL!.�n.dFlo�,1. I I I I I I I I I I I I 11 I 1, Sicleliftes) (InswungtOurtswing; XO, OX or Q)(O 1*1�461"plinot � � I I I � 11 I I � I I I � 1, I I I 11 I I I Professional Engineer lielksti-X6 I I I I I I I I � I 11 I 'I, I I I I 1 k Therma-Tro Filber-Classic and Smooth -Star configurtutions) Norninal S8#39;8&quat;Nor,[mpaqt8kquct Glazed 12t3l i2O22 No Yes No N/A I a.-# I Product Model. Number Me- Quant, As..-. prod-1 ce atriii Case I Approved far Us, in HVHZ I I I A,,.v,df,U, oull.fol, Hy ifig ... I Resistant Despar, Phasum � F wwwaw Rtag I list, ''I I 11 I I " I 1. I I I I I I - I I I I I 1, - 11 I I I I I I � I I I I 1, , , � � � I 11 I 11 I � I " I I I I I I I I I I I I I - I , I I I I I 11 I I 11 : , -1 "I , I I , I 1� � � I 11 I 1_1 I I " I � 1 , " 4006 Product Model, Number or Nam C (Iouslitit Assurance Product Derserintlon orthrawt E,spbrallm Owe I Arincoved for Use Approved fair Use [--of D"ar, It, HVHZ Outside HVH Resistant Pressure Z Composite Edge Filb"Ish- Double Dwr%Mth or Without Sidelites (InswingfOUtsyArg: XY,of OXXO 5 or PW-5520 �Lange Missile Imped) gwratain �Lga Vinyl Fiked Wind- � ye. Yes Yes NA, Quoit, A ... mass A,,o,w ter Us, An ... sad far 11" Impact peaker, I Mu 01 an. la -All Dome ap d Win dows Aluminum Mullions 05126QWO yes yes Yes MIA wnfigunallQnsy S.-A P"91.4" Model, Number or He,, Product D ... thothaa Cginhrj��" Date its HVHZ Outhold, Flour 11.1.1sint preausture 12 1. Thermsi Fiber-CIMSIG and Smooth-Sta r Nominal 7&#3B;084uot;Nor-Ihhpacgi,quot Glazed 121al 12D22 No yes No NIA 2 57S4 V.hrosl AI.orin.. Mullion No Yes yes WA Composite Edge Fiberglass Single Dog, (Intinvingla utswing: X configuration) 13 m. The-Tro Filb-Cl ... I. and S-th-St- Nominal 7&9S9;D8qu.t;N.r-ImP.pt&q.a:T Glossa! 12J3112022 No vs. No NIA Compa,ake Edge Fiberglass Sing Is Door wth Sidelite(s) a mwing/Outsvving; XO, OX or CX0 configurations) Z 14 M, Thearro-Trw Filb-Clamsto and Smooth-Stgr Nominsul 8,iI,#39:0&quot:Nor-ImiPoch&quo� Glazed 12131 12022 No y es, No NIA Composite Edge Fiberglass Single Door (IneWngtoutsyAng X configuration) 15 o. Themm�7ru Fiber -Classic and Smooth -Star Nominal 8&#3S;0iquor,Non­mpaqt&quM Glazed 12al =� No Yes No NIA Composite Edge Fiberglass Single Door Wth Sidislite(s) (I nsviii-sig/Owtsy,fing: XO, OX or CXO Florida Department of Business & Profsesslonal Regulation page 1, of I Florida Department of Business & Professional Requ lotion rage 2 or 2 Florida Department of Business & Professional Regulation Psc. 3 oF4 16 p. TmIm.-TrJ Pitt.-Cl ... to and E..oth-St.r opnirguratons) Nominal 8&#39;0 &quot;N­mpac,,&quot Glazed 12131f2022 NO Yes No NIA , � Building Codes and Standards I MD21 Building Codes and Standards lasra2l Building Codes and Standards :302023 Composite Edge Fildergess Double Door Win or Wthout Side,lites fln"ing/Outswing: XXor OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W oonfigmirsations) 17 q. Tharma-Tru Fiber -Classic and Smooth -Star Nominal 68#39:8 &quat;Non-ImpRct&quoLOpaqua 1213112022 No yes No NIA corrPosits Edge Fiberglass Sing 1. Doo' Wth � I 11 11 I MM, 111 16 T. Therma-Tru Fiber-Ctassio and Smaoth,Star Transom (linevving)Outawng; = configuration) Nominal 6&#n:8&qumt,Non-mpaqt&quot: Opaque 12JaII2022 Composite Edge Fiberglass Single Do., Wth No Yet No NIA red. T­ V ... Into M-,f,,t,- Eniftya C,rd,,t End ... r & Liginm�. Validated By Data DO a Ygfidaad sholonnitted! gone Pending F3c Approval gate Atiamsad , - �� Status Cod. Tv". V,rslon M2nuf,,tn ... Entity or Contact rnan- & Unarou, Vaideled By Date Dwe Validated Submitted Date Pending FIBC Ambroyal Dift A,,r-,d Status Cod- Ive. siflutigs isgrourghtnum, Ernt, Cooled Erefi-el & lJosaa, v.1i By Us 2911 Dal. peridiri ", valkhted ,submitted FECAssamsal ftrommed status Sidelite(s) and Transom (1mswih91Cufs,vfirg� OIXO, OfOX or OUXO configurations) I Rom -irt 2OZO Jwnes Handit,Duhing Products. Inc, Chad Dierolis Y. Androv, Taft John Southard. P.E. OIMB12021 IPJ14/20Z OV0612021 ding FSC Axer, Revision 2020 A1dda Ntek Thompson Lyndon F, Schmidt. P-9. Pysh 1 K,ngz P.S. ow5r,021 OWW2021 02f22J2021 0411312021 Approved Revelon 20M 0,�,F 11,11prinel shelf, Robert f'"miner, John W. Knezevith, PE 768-3411 PE-511166 ivigWZ2 1W17=22 ID2012022 OVO712023 Approved 19 s. Therma-Tru F her -Classic and Srnocdh�Star Nominal 6800;8 &quot Non-Impactaquot; Opaque 1213112022 No Yes No MIA Category: Panel Walls (509� 545-8551 PE-Sti!62 �152) 367-2528 Cat."t P.rel Wife (390) 922-23BO PE43409 k813) 767ZS55 category-. Rmoffng :600) (MO 772-S224 Composite Edge Fiberglass Single Door with "Category: 81dirs .h.d.cfl.mka�an­srsrd[ Subcategory: Satins hilhorrips-&sO..... auticafegary� Aliphal, Shftgj- mstionegeo- mi ad.libo(.) (iravenglOut-Ang. XO, OX or OXO Cohnsollan" Method: Evaluation Report son a ecom Compliance Method: 2valuation Report froorr a compliance frathod: Evaluation Report from a Camino ... Head and Sill configurations) Florida Registered Andriftereft or. U-sed Micros Ford. R6gIsh,padAmhdsct.,a U.,nued Florida Farida Registered Arontract or a Licen ead Rando 20 t. Th.rma.T,u Fib-Classue and Smootin-Sbar Nominal 8&03Q,,0 &quot:Non.Irrraaa1&quot: Opaque 12t3112022 No Yes No NtA Pmltia�lk,nsl Engineer Prdfes�r,xol engineer Professional Engines, Composite Edge Fibergiaw Single Door with Sidelite(s) �rswrg/Outswng: XO. OX or OXO . I I I I I I I I I I I I I I � - FL4302A0 kcasludit' , 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 - , , - - j,b ijzus��P'jglfgtii'�' I 11 1, ,� , .' � : � � � � I , ,,,,, , �' ' I I I I I '' I I I I � - I I _� '� '� " , , - , - " _; " , � '', , 11 I , � ,� ' - , � :' , 1� � , � , , � , I 1� - � � - '� , _� , I �'� , - I -11 � I I �' - I , " 11 I I I " - , r , � -, � � I I �: � I _ 11 :' �'� ,:'' " , , - I , , " , , , , � - , , -1 I I " "� �'' ,� � I, , " " - � , ''� I il , " , � � " , � I 11 I 11 - gi�efiirlj��qdi - 11 11 I I 11 I I � I I I I I I 1� I � ­ ' I 11 I" 11 I � 1, 1� , , , , , � �"_: I : I I � � , , I I � I , I I - I , ,_ - - - , , , , ", , � " 1� , I I " I I " ",: - -, � " , , , , , , , I '�' , " , � - I I I 11 I 11 I I I I Continuous Head and Sill conflouratiomir Quarry Assuratinsit Anpromforkis. Approved Is, Us. I.Ow Doslan Cimedivilasumene, Amo.sedfort).. A.pr-.d fair U., h-me filimen. pKiallbrAssuralloo Aentg"_d for Use Aponivad fair Use lamie.1 Disgsin 21 u. Therma-Tru Fiber.01assr, and Smooth -Star Nominal 6&939,8 &quotNon-1mpaot&quot; Glazed 1213V2022 No Yes No NIA fleklo Product Model, Number or Name Product Deagirliptio Contract Expiration Vale In HVHZ plitside Hvill Resistant Pressure ,9.q 9 Produ.t Model, Number or Nam. Product 10-fliption Contract ftalstars Oat. In HVINZ OLasido HVHZ Resistant fores... $so A Product ModA Number or nerse Product Dosorlyttlon Contract Expiration, Date In livinz Outside HVHZ Resistant Pressure Composite Edge Fliberglass, Single Door with Sidelite(s) (IrmvAmg!Qu1SsAr,� X0, OX a OXC, 1 Carruplerk Lap Siding 11b.-Tent hap sidina 12J30M yes yes MIA NiA 1 4. il.qUU;2T&.quat soft - Vent or Solid Vinyl soffir 12M1,2023 No Yes No NIA 1 IN11612025 GAP Asphalt Roof Shingles lot use in FEC noe-HVHZ Flaonsassiviftfootcl 3-ti.b. ramnated, 5-tato and No yes MIA NJA I "", I ContimIcus H"d and Sill configurations) 2 Hamfelelank Lop Siding lber-osmart hip,iding fmwri2s yea Y_ MIA MIA 2 b. IsquotAnence T48,quat,901ifft Vent or Scind Vinyl Borth iV310023 No Yes , No MIA jurisdiction. hipAidge asph.ft shurgre, I" 22 � Thermi Filber-Classio and Smocth-Star Nominal 8&#a9,(I &quohNon-ImpaGt& q uct; Glazed lMl/2022 No yes No NIA 3 a. &oum1:Gm.n1bha, vintage Beed.dti,#X S.R Vent or Sold Vinyl Soffit 12131(202s No yes No NIA Composite Edge Fiberglass Single Door with 4 d. &q.,x:D5&quo1; Split V.m.1 Send Vinyl Gqffg 12131=23 N. Yes No WA ' '%�Z Sidelita(s) onsmAnglOutswrig; XO, OX or OXO 5 a. &q..tCh.rIar O-k&quat; Sunni Vent or Sold Very! 8offit l2t3lr2023 No Yes No N,A I 11�x Continuous Head and Sir configurations) 6 f iiquot;Supor Spen&q_t. Soffit Vent or Said Vinyl Spflk 1213V202S No yes Me MIA /\\ 23 w. 7116mris-Tru Plber-C famIG and Smooth -Starr Nornim 1 694Sgr,S &qud,. Non -I mpacAquot Opaque 1215U2022 No Yes No NIA ,,�� Composite Edge Fiberglass Door Pawls with Vented 1� Spoilers) �hm�nnng,outsvnrhg: XX X>(X.r)VXX I 24 Therma-Tru Fbef-Ciassic Smooth configurations) Nominal 899%;Q &quotNor-Impaun&qyot; Opaque 121311422 No Yes NO MIA I - "W - ­ clf- x. and -Star Composite Edge Fiberglass Door Panels vvith Vented 1174 Zs- LAJ C3 Scleflite(s) (Ins,MnWOutswhg: XX XXX or X)O(X config-ii.n.) >_ 40. C= C3_ F_ - 26 y. Therma.Tru Fibec-C42MIa and SM00th,ShIf Nominal 69039�8 &quo1,.Nor_Impsspf&quqt; Glazed 12t3112022 No yes No N/A � = M Composite Edge Fiberglass Door Panals with Vented = Cc C-.;r C,4 Sdelfau(s) �lhawing,Outsvehg; XX XXX or XK)(X Florida Department of Business a Professional Regulation Page I of i Florida Department of Business & Professional Regulation gap I of I Florida Department of Business & Professional Regulation pealle, I of 1 - -0 CE) �'< configurations) Building Codes and Standards 1002021 Building Codes and Standards 1 10.021 Building Codes and Standards MM21 = LA_ CL 26 z. Thamna-Tru Fiber-Classio and Snimth-Star Nominal ft#�9:0 &quctNon-Impaqt8.quot Glazed 12131M22 C-positeEdge FIbeqrass0oarPawI%vAth Vented Sidelba(s) (InewinglQuIss,4n; XX XXX or XXXX No Yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail . M = - - " _= Z,- C= to configur.flams) - C�4 -t;� a) ��� -- I - Is - =_ 27 za.Therma-Tru Fiber-Cla5sib and Smockh-Star Nominal %439�8 &quotNon-limpactaquot Glazed 1218112022 440 yes No 1,114, W 'G� = W Composite Edge Fiberglass Single Door with 3&0�;O SidclWs) (InsvorgiOulsseng. XO, OX or OXO �� � 1 11 . I I . - - E = = I!L "figuralrow) Cod, Entity a' Me Date Dan, Pturalinet _D* 2 Cade Entity or D90 IrMIR Doe, Pending gate Code Entity . Deat 211 Date pandina Dalk, C, = -cc 28 zD Therma-Tru Fiber-Crses]-nd 5-.th,St.r Norrilinal 6&#39:8 8owt,Non-tmpac4&quot: Glazed 1213112022 No yes No NJA Tme veraforn Masmil'apturn, L Coydact 9noin-A U... Validated lils, I V.1kated Submitted Fac Assions-I Astarosind Status 11)(111 Vitogain sunism,fagiviner contact Elvid.,& License V,ud,t,d as va"od submitted M Amirove,1 A.ems.d Status Type version, Manufacturer contact goolrea, s, ulcers. Varklaik,d By V.11d.had Stilannithad FgC Approval Apo .... d status U := Composite Edge Fiberglass Double Door vAllp Rewisen 20210 TAMKO Building Products ILLC Keid F;dsn Robert Nleminon Jan a W� Klaz.vich. Pr 10ID412020 OW2912020 10J12CO20 12)15M20 App,-.d R.ps[.n 2020 I.N. Thompson, Inc. d1ba Thmmawn Architectural Tarry Christman Zachatty fi� pnev Steven M union. RE ORM 71202G 09116f2D20 09=020 ID15aam Approued R.O.br, 2020 Floods Metal Products Inc. Clark James James L. Gutter. P.E_0 Sua,,o, M. Unph PE , ,)2020 OgrISM20 10,04f2020 17JIG?2020 Approved 05)27 B: cc ir — 3&#30.0SdeIjLo5 �141s�virgnuts�sing: O�CKO category; Flooding (417) 624-5644 PE-5gif's (954) 77P-6224 Matels company (TAMGO� tsl3r 20-3456 PE-74021 i717) 317-8454 category: Rating (904) 783-84aU C2UCK Enly-oHng �T17) 317�8454 W W _Cq configuration) Suacattig.ry: Undetrayments k.,ri .d.thiBlank. carn Category! Roofing tanytiI,porpoulocring,corn SulloCkdegary-. Rooling Accaaaaries that am an .am@fphmp.c­ PE4311242 . . - L.) W Z" = cn 29 zc. Thermo-Tru Fil�e,­-Claumj. and Sinto.th-Star Nominal 8&"SQ &quot.Ncn-Impavt&quQt Grazed 1213112022 No Yes No NfA C.PrOall.neitalketho EvaluallaiReponfroma ob _ Sulbcatogory,. Rooling Acessagries that are an Intogr.1 F -art .fth. R..g,g System 0) Composite Edge Filbegtome Single D= with 3&#30;0 Incroa Papstared Archimat Licensed Francis motors] Part ofthe Roofing System Cerriptilances Method: E,evtuisn Repart fr.. a = .T ::- Sideffie(i) (nevvingnOutevAing, XO, OX or OX0 are Compliance Method Evtfuetich Report to. a Plead. RNNI.rodArahihactor. Licensed Florida (11, -;5- -= confitfumb-) Pm(-ionel Engineer ",xid. Amratemal Aminitturt or a U.sn.shl Florida Professional lirriginear C E 30 zd. Therma-Tru Filber�aassic and Smooth-Slar Nommal M#3G;O&quot:Ncn-Impadt,&quot: Glazed 1213IM22 N. Yes No NA _e I I I ­ I I I ll'*Zusmw�. � , " I � " " I,, 11 I � I � � I I I �' " � I I I 11, I - I - I 1, I , :: 1, ' I "I I , , I I " " , I I I " I �!�� ... I I I'll I 1, " I ­'� Prplesalowl Engineer I I � I I I - I I I I I I I I I 1 I I , I 11 I , � 0 Composite Edge Fiberglass Double Door with 3=39,0 Sidelifes I] nswingrOutswiri OXXQ 1, I 11 I I I I - "I I I I 11 I �J " , I � , '11� I I-- I I . I I I , , , I I I Onselittv A ... - � 1. , �' I I Aine-di for Us, 11, I -1 I , Aptor-d fair Usk . I I 11 magoA , _�� 11 I I , Deal- I - I giiiiiiii3ifis'pi-odurges , , �'. I I I � I I . I , I I � I 11 - - I I I I I I I I I I I i 11 - �'_ I 1, I -- I I I I I'll I I 11 I I I I 11 I I 1, I I I "I, I I I I - I I 11 - I 11 I �' I I '� I I I I I .1, � , I � - , , � " , , , 1� , , , I I I I I I "I I I I 11 11 I e �' � I I I I I Quality Assol , x I , I I I 11 �_' , , , I , � I I I " j - I I I I 1, 1 �' Approved for Use "proved for Use ilitit&g_t bashan .3 a- U - 31 ze . TInerms-T ru Fine r.r.laasurs, on of 6 mooth -Star configuration) Northinal 7&439�0 &quot,Nori-IrrpQ0t8quo�. Swkor UaI12022 No yea No N�A llsaft Ismduar, X,d,l. Numbs, or K,- Pmduat Dv*mivw carifintat F-o"lon am, 1. HVI­IZ 0.1skit, HVHZ assistant Pressure I I I 11 I I - again, Assurance I I I ADDIVOW(IfOrUjim Approved low Use I M= 2990 seas' 5?�!�Ivhv Product Descriair- Cuadmat r-heirw Date I,, HVHZ, O,hsrsla HV�V Reaketent Preasume Z SansmOompeafte, Edge Glazed Fiberglass Single I TAMK0 Root Und.flayments (HVHZ) Roof �wodayrntsnts for us. In F Go HVHZ 06at2022, Yes No NIA N/A San # Product Model, Number w Name Product Dinscripula Counted E-Ination 0.1. in HVHZ Outside 14VHZ Resistant Pressure 3 1t01Rsft119`Vtm8quat: Aluminum RidgeVerne for artoberi flebreated 1213la024 P46 Yes No NJA Doorwith arvothout 1&#30:2Sidelfieu(s� jadstictions. I TAMCO Fiat Top Off -Ridge Vent vylth Suite ipr Tile 26 go, static owlyondfater with baffle OS10912,326 Y02 Yts MIA WA f­Or025'AJ..in.. inswrilgrOutswing: X. OX. XOofOXCiconfigufartions) 2 TAMKO Root UadarIayr­htsMON-HVHZ) Roof undedayments for use in FgCnm-HVHZ O6'2BaG4 No Yes N,A WA 2 TAMCO GQooertolr Vent 2k gs. 0910912026 No yes N/A -W-52.5 juinsdirwarm 3 TAMCO Off -Ridge R.d(Vont with Battle 26 ght. stallo rooffyonfistor with integrated baffle 0010812026 Yes Yes MIA NYA 4 TAMCO Round Top Off-Ridgo Vemt,Mth Baffle for Tle 26 ga: st.tomoi'vernisor with buffle 09M/2026 yes Yes NIA WA Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Pss.1 orj Florida Department of Business & Professional Regulation Panel .fr Florida Department of Business and Professional Regulation Building Codes and Standards 11712021 Building Codes and Standards nV2021 Building Codes and Standards 3W2O23 Building Codes and Standards 3115/2022 Product Approval Application Detail Product Approval Application 0 , etail Product Approval Application Detail U) Product Approval Application Detail I- I . I � I I � 1, � � A . I - 010101 L. Cod. ium Vorsi- R-war, 2020 Mainufs,turair L-ros entity Quagi Eridwe, & Upen, valldstud Isir Kethr. Jolley James L. Buckner, P.E. Stev., M unch. PE Da", D90 Validated submitted lV2312021) 110n,)20 data pending FBc Approval JiM)2020 Dow 0 A -Mead 91111:2 ding FSC Appr. Code IY22 Version Revision 2020 Manufaet,me Behar R.ofirfr entity or Contest riatireer & Use- Validated W -derson Psublin IAPMO Uniform Evaluation Gary W. Walker oat# 2" Validated Submitted 11,03020 11102020 Calt, P,ndl_ FIBC Approstil Date Approved 1IM512M stat.. Approved Cod- mda version Mrsurnufacturier Revision 2020 Ofebal Protection Rall LLC. Effort a Contact Engineer & I.Joinsw Validated Tim Robinson WtilterA. TIM Jr. P.E. JahmW Kn-vI,-h,PE also Owe DOW Pandrus one yulkliged submitted FOCAporcypi Apora status awaZ23 4MS12020 10XJ�202Q 112,15=20 Approved a) FLN269-R31 Code taw-g-r Date Date Date Date §tmll fpstagi-y: Ropling (501)983-6163 PE-31242 (717) 317-8454 C.k.9toy: R-Ing (801)380-6091 Sorvl­ LLQ �205) $54-01160 Category, Shutters 1954) 6139,7545 PS-44167 (954) 772-8224 . _ lype - Version Manufacturer Contact k_ngLq"Ar ALdartad By. Validated ___ Submitted EWdiM, Ap .proved Approved SubCot gnty: Roofing �aossprkaer that are an ' 'pa Ithogral nal'the RoffingSystom frjeft.yelaran-carn Subcategory: Rooling rfles Compliance Method: er,oloati - Report from . RobinArdersionQatraLoo to SubC.lAphy: star. Panels Compiler. Method,, Evaluation Froport from a tmabi-ehosipp.-I.- " Revision 2C20 POLYGLASS USA Mahury,Aipert, License John W 1 D12WO20 10f22/2020 FBC 12115r2CM Complikina. Method: E..I.. , tich Report from . Produtt Evaluation Entity Florida Regi.t.radAmInAisc are Licensed Florida Category Roofing S954233133OSmalpert@polyglass.com Robert Njerninen Knezevich, RE YQ_RMY2, Flonclat Registered Architect or- a Licensed Florida - :�' , �' � , - � ,_ � � I 11 11 I 1, I 11 I I 11 'I, - 11 I - I I I � � I '� I '-, � e I Professional Engineer Subcategory: Underlayments PE-59168 (954) 772-6224 11101112020 I gLitioalgiodis Professional Enomear - � " , , , , - '' , I I '-, � -, I 1­1 I'll �' ,� �: 11 I I I I � 11 I � 11 " I 11 I I I - I ­ '' '­ 11 - 11-11,11, I ':' I I 11 I ­­ I I I I'll I I � I 11 � (' I LL0k_4-,gnl"P'iW6Ifii 1 1 I , " I I 11 I I 1 1 1 ­ I - 1, 11 1, I I I I � I I � 11 , I I I I '' Quality Agaurarroo I I ! I I I � Aufarovird fair Use I I I - Aloorbyed for U49 I I I , 11 I la Imba. , I I , " I , I ' C.911M I jwsAd ''I - - I I e" e I I I I 11 � 1, . I I I I I I 11 I 11 � I I I I : I I ' I 11 I 11 �­ � ' I I I I I I � I 11 11 - I I I I I I 11 I �' - ,I I , �' I .� I- 11 I I I I I I I I I Compliance Method: : I , I I � 1. � I I I 'e I I Eau Pmdoot Mr.d.l. Number or No.. Product Gasernsti- cont, - oat, In HVHZ Outside HVH Reabstant �� QgWilvAinaijoin- A-svd,hor Uss Agam-d lar use throw joesigin E Eva luationt R sport from 1% --# Product Nicift North- Name QuillitivAssuranco Product 00-kiticto Contract finouraflor, Date Approyed for Use in Hmdz Approved for Use out.htts HVHZ Impact R.,latent Design Poidi is 17 Saxony- Shake, spite, country gate, Spin Old Erulri�h Thatch &amp; Impact asooryato - Slets, Shake Aturri Split Stake Fiat Proffle - Denver, CO Flat Profits -sbackton CA IV3112021) No No Yes Yes MfA MIA MIA Ala Produa Mosul- Number a Name 1 20 G.g. Gel-l-al Steel Storm P.wI.1HVHZ P,,dn,t 0 .... lotion Contract Exeselon Date Corrugated Galvanized Steel $form Panels retained IZ131,720M In, HvMZ Outside HV14Z Rmalsbant Yes Yes Y. MIA 4_0 a Florida Registered Architect or a Licensed 1 Dock-Air-k DA4 or TRI-Buft Deek-Air DA-4 Lou phone. P.Wropylerie, R-fir, Roof Vent 4VI012025 MeeherflostlyAttached to PWood Dock No yes No �w 51-W-5 11I I � 8icory $00 -Slate, ShalmAerna: Split She" Seacry 700 - Sh.s.. Slam term, Split Shake � Flat Prairie - Risk.: CA i2MM?O21) neut jandle - Sta,kt- CA 1213ii2i)20 No No yes Y., MIA MIA NA MIA � 2 24 Gage Galvanized Steel Storm PareleftruNZ or not W onsevs to provide rain-l-re protection. Comigated Galvanized Steel Storm Panels retained iMI12023 No Yes Yes WA a) Florida Professional 1 20 27 So ... y TOO - Shake, Slate &amp: Split Shake Tejes Esip.n. I Samalsem Flat F-111. - Fiat.. CA IMIQ 20 High Prosle - Katy. TX 1213 Q020 No No Yes yes NfA NfA N/A I'MA ornotbyncOtopr�idehorM�neprotectim. = (D Engineer Low Pratte TX 12/31,2020 No Yes N/A I'VA FL#5269-R31 Products 2a V11. - Katy, = 2jtjW_Ajwmos:_a 6gilishinvold for Use ApPmD_9jU_UM ImMt giam :;7 U) RLM Product Model, Numdow or Nam Produot 0-scr pition Contract Elpjratlqp jnHVHZ Outside HVH Resmarrit Pressurs Data 1 Polyglass Roof Underlaynnstnts Roofing underlayments, 10`21M22 No Yes NIA 4WAI-622,5 CIO I I Polyglass Roof Underlayments �HVHZ) PotyglasS roof underlayMents for Use in FDO12i2312023 Yes No HVHZjurmdIctons. NIA N/A � > 2 Polyglot% Roof Underlayments (non-HVHZ) Polyglass roof Underlatyrrents, for use In IZM023 P40 Yes N/A -WAI-4522,5 M FRO nowHVHZ jurisdictions. Florida Department of Business & Professional Regulation page I of 1 Florida Department of Business & Professional Regulation Peas I 01 Florida Depa itintrand of Business & Profess-ional Regur lotion page I of I 0 L- I Polyglass Root Underhayments �HVHZ) Folyglass roof undeflayments for use In FBOl2J23r2023 Yes No HVHZ jurisdictions NIA N/A Building Codes and Standards 1,Q5t2022 Building Codes and Standards 11MA21 Building Codes and Standards IF112D21 > 5- 2 Polyglass RoofUross"ents �ron-HVHZ) Polyglass roof underlayhrents, for use in l2r23r2023 NO Yes PRO wn-HVHZjuri.dlctow. NIA -NIAI-022.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0_ 1 Polyglass Roof Undertayments "Z) Polyglass roof underlaynn"slor usein FBClV2?d2M Yes No HVHZjuirosificitions. NIA N/A 0 < :3 §091 121=Ns 2 Polyglass Roof Undedzyments (rion-HVI-lZi PQlyglass roof undefloyments, for use in 1212=023 No Yes FBC nun-HVFiZ jurisdictions, NIA -MIAI-622.6 code Entity a Validated Date Date Validated submitted Date Pending FOCApprourel Date Approved Status Cod. vermumn silanufachmer Entity or Contact sralto ... & License Validated EW 0-11. glass Validated submitted Pes.Pendrus Fac Asom'.1 Date Agishoged Status Cad. yoursion, lintithe or Contact Emursar & lJoems. Validities[ By Dom JUA. lourb Polieftno 0-10 Validated Submitted FBC A,,,v,l Approved St.tu. L. -4--i 1 Polyglass Roof Undertaryments �HVHZ) Polyglass, roof underlaym ents for use in rBo i 212MO23 Yes No HVIhZiurrisdickions. WA N/A TWe version Revision 2020 manufacture Ali American Shutters ard Glass Category: Shutters Co,fte tingtheser & License MikoBarlberi Frank L. Berriardoz RE Troy Bis.fi.p, P.E. (561) 712.9882 PE-0045549 (954) 947-0880 1012B12D20 101J612020 1110512020 12`1512020 Approved LM Revision 2D20 Alone Catempery: Stmot-I Comp ... his Stuart Lewis I= Ev.1-ti-Servie., LILC WIlia. M. Fairness PIZ (3211710-�377 (40-1) 681-1917 IOJ3112020 1 m2n= i 146M20 11101200 Approved ZX21 altmufactumir R-4an,in 2020 Commarcial Concrete Prodweenc, CalsighorX. Structural Components Rabortallf, Samuel A. Gro.tiber; John Hoy 4913)659,�707 PE-�4245 (312) 5M-5S1 1 12(16J2020 1211612nG 12asn'320 ding FBG Axp,, 0 =3 2 PolYglass Roof Underloyments (rion-HVHZ) Polyglzms roof underlayments, for use In 1212MO23 No Yes INJA -NJAI-6224 subcategory: Storm Panels mikeboal lannericanshrutte, Sulocadesor,,; Tr"s Flores al-imL2.1pureftiv... Sub"agary: Products Introdueed as a R-Ift of pm.ag,d,r0ye1hoa­m F8C n.n-HVHZ juritaliabons. Compliance Mathod: Evaluation Report from a Moon, Comprisro. Method; Evaluation, Report fr.. . Product Evniustion Entity NwTeromoogy -ompilan" Moth": EvAu.tion Report from _0 I-- Florida Registered Architect at a Licensed Florida Professional Engineer I � I I 1, 11 I I I I 11 I I 11 : 1� -11 I 1, I I 1-1 I I I I I I - - 'f-119W,' T&MWfill, � ' I I I - 11 � 11 . I 11 - 11 , I I 11 I -, I I " I I I �'' I , I I I I I I 11 e� I I 11 � " I " " � � I I 11 I I 11 : I I I 11 11 , : � I '� I I - : I I I � I I I 1�1 I ,� 11 I I I I e ,� I a Florid. R.gl�tevedArchrie,im-a U.-edFl.rid. Professional Engineer 0 1 11 Thymo-BIFIguill 11 e I � � I., I I I 11 � I " I I I I , I I ,e 11 �, 11 I - I , , I 11 .1 I I I I " I ,'� I I I , , I I '' , I I I , - I, I I I 1; I � �' 11 - I , 1 I I � "I I I 11 11 I , , I I Ile y'' , I I I , :1 , I I I I - I , I I I I I _ I � QualityAssumesu, Appinwad for use Appm-d L., Us. , 1-0-01 -_ bedan I � 'eadincei , "" I f L#1 I I I ; � I I I I � I � 11 Ls.,.s QuafityAssuran Appirgovadfibriuse Apotovedhorl.l Impact Design 9049 Productlirgriel. titralleror Nam Produet Description g.6istnest ru"lon Data In HvIIZ Outside RYK assistant Ritinmr. I � � I 11 �, �11 I � � I I � I Se" Proof uct Moilarl, Num bar or Non a Product Description Contract Expiration Date in HVH outside HvHZ R"Istan Pranisure I ITW SCG,Apine Higher strength fH Ump:S) Metal Connector Plot. 1 V3V2024 Yes Vs. MIA WA Quality Assurance Axemshotinartlan, 8ponarnid for uti. knoe,ot 110.1tun Diss. 1 24g. Galvanized Steel St.- Pawls 249a Galvanized Steel storm Panels 12J31)2022 Yes yes Yes NIA 2 ITO BOG/Alpfile Hinge Ptate Metal Correct. Plate 12J31=4 yes Yes N A NfA sea a Product Model, Number or Name Product Description Contrad sx0rallan oat, In HWZ Outside HVH Rekslatart Pressure < 3 4 ITW 8CWA[qrs Inal. ITW SCG/Apiha Wave Metal Connector Plate i 213V2024 Metal Connector Plate 12f3jnO24 Yes Y.. Yes yes MIA Nits. NtA MIA 1 Cosily Precast oi� Commerce] Conowe Products Preesin end Prestressed Concrete Lintels 05425,2024 No Yes MIA NIA (D I U) -6--i M L) M I = < 0- Florida Department of Business 9 Professional Regulation Building Codes and Standards page 2 alp =14" Florida Department of Business & Professional Regulation Bwlldlng Codes and Standards Pegs I of I 044120V Florida Department of Business & Professional Regulation Building Codes and Standards Pat* 1 .f2 91213in2l —0 is — Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ CC Cod- R"Irt, Dism pan, Penodia, get. WOM code Entity or Date Date Date fienciftist owe KWIP Cod- altits, DMO Date Pencitrup 2n in " W C Version Manufacturer ar Camt.pt intain-&I-Inamus Wheeled BY Validated 2211 Submitted FAC, Approval Approved statua Manufacturer Canted F—breer A Upanns, Vella" fly urefirdsitird Submitted FOC A­nw,I Approved Rehat Version manufacture Contact S-i- & Lioems. Valldetied ey VaIld,pel Submitted ,Date FMC A,-aW A-i-d! Status :2 C No- R",,ion 2020 MiTak Inc. c2tagory: structural components Elin W.tdaa ICC livid,stran Servict. LLC ICC Evaluation Service. 01103�21)23 (952)598�8635 LLC 12120/21122 (111ON2023 Approved Twe vorld., Revision 2020 W,,,hhaeusar cnrfhejjary� 5tmou'.1c.oriparssint, Rob Baldwin ICC Eviukineflon Semite, LLC fian Lahmr. P.R. (252) 924-5476 (60) 83s-3286 02102f2021 10,`12�2020 D2J=2021 Approved 10-- Affirmurt0a 2020 AphaAun*um,lmCr ceutsgory: Panel Wails Jose Silva W4 R.10mits Steven % urich, PF (401) 509-2005 PE-62514 t7l7t317-8454 1111612020 11116M2a 1112OR020 Approved < a) Ubcadt.g-ny; Truss Plate, ­Id.nQm,.o.. (2Q5� 599-9800 Sul[,Cahegary� Engineered Lurtber RobentBsrd,,vrr@­yelm 6.1naishisintry: Spirits .Iph..$.mo.mya@,mh. Z Compiler.. Method: EvaNsalon Report fr.. a Complhim" Method: Evelbedion Rapen from a ousur.- Compilannn, Method: Evi,iluedon, Report Imm, a O.Com --i Pmd.d Evew.tion Entity I Produot Fwluntior, Entity I I I I I I I I Florida Registered Atchitoot or. U-sed Florida Z FLA21s,141111OProduets 11 . � I I I I I I I � I I � 11, I '' I " I I 1, , I I I I I I I 11 - I I I I'll, I I I I I � aum -sen4sidiagat I I I I I � , 11 , " I I I � � I ; ' � , , , I �' " I I " I - I I -_ I I I I 1, I 'I - 11 , I z' I I )f " I I I , � ' I � � , � , , , � ,,, I I I I - , , I I ,r I I � 1, - I - , , � '' � , ': " - I '�� � '� ,,, � � � ", � ' I - , " : : .-' , I 1, " I �� I- I I I - -1 1* P-IF-Ional Engineer � I I I I '' 'e�" -, , , ''I " - 1� I ';' I I I'll I �k I � 1, � I 1� I "I - I �' I I � I - 1'1� � , - ' I ' "I - - I I ,1 �' , I 1 �7' 1 �' "I < I Quality Asianano Approved for Ussa AbommW rot lksm hougact Deal- Quality Assuran44 Arytowd to, Use Appi 1,Y Us, impact Deeltut , I upt-, -, , I , I , " Laeo-11, 0 �' "I I I - I � I , � , , �' I � � 11 I , , - , � , , I " I I I - I �"' �" ;, �' , z � I I" I I I , , , _�' I I i � - I "I I � , _�' '' 1:1 I - � " I : , , ,� I , '� " I I " " ' :�"' ", ��' I I 11 - , � ,,, �' '' I �, -1: I , , - � I I 11 -sea A Product Model. Number or M- Product D ... rhotitsin Contract etsphatrah oat. in HVHZ Outside Hv Resistant Pressure Iteofff P-4gut Model, Nurnbe-ir N- Product 0-ati, Connect Donation Oat. in HVFIZ Outeld,HVII Resistant ".sure Quality Atteturanee AhoroWfrorllss Approved far Use Impact Design __j 1 M18AHS 18 ga. h !a h strength truss onflechar Preis 1 ZfMRO24 Yes yes NIA NJA I liffichollem LVL LiurninaterdVomen-L.rotio, QW31,7023 No Yes N/A NIA Send Pined.itt Model. Number a, Nam F-ket 13-11alt- C,rd,e,I E-cutro, pass 1, RVHZ Donald. HVH Rasistant Pressaug 0- 2 M168HS la ga. super high strength truss connector plate 1213V2024 Yes Yes MIA N)A 2 Perell.. PSL LSL V131t2023 PandlelStrand Lumber 0 Lorhosited Stand Lumber N3 12023 No No ye . Yes N/A NiA NA MIA 1 Alpha Aluminum Sold 8anspi Vented Alumin um Soffitl Alpha Ajurninum t3olid.aamp: Vented Alunninum OV3=023 No Yes No W^ . 3 MH 1B IS g.. tru'soconectoriplat. 12131QO24 Yes, Y., 111A NJA 3 4 Tsvit.rStnand TJ Rion, Board Stmat.ral compeer. L-ta-, Oriented Strand QU31f2023 No yes MIA NfA CMU &amp; Wood soffiv CMV Unnip. Wood SHEET NO, 4 MTJSHS I 8 g4. Ingli strength truss connector Plate, JV3112024 yes Yes NIA NJA 5 MT20HB M 1A NUA board! Rm Board 20 Vs. high streirlith truss connector pote 1=112024 Y. Y. 5 Weyelh-ar 111. Board Oriented Strapal Board Rlm Postal OU31,2023 N. Y. WA NIA 6 7 T-48. mile TL20; PA720 18 g.. truss connector Met. 4 W31/2024 20 9. I- commmlor plates I 2131,2024 yes Yes Y. Yes MIA MIA NJA NA I ___ - I I March 6, 2023 PA 1.1 � - - -f--A N Florida Departinerrt of Business & Ptofeasklnal Regulation Regain" Florida Department of Business & Professional Regulation %p i oil Florida Department of Business & Professional Regulation Pepsi all Florida Depaninerlt of Business & Professional Regulation pop14111 Building Codes and Standards enaaoxx Budding Codes and Standlard9 enpr=. Budding Codes and Standards Building Codes andStarWards enwJms Co Tit Q Product Approval Application Dated Product Approval Application Detail. Product Approval Application Pettit Product Approval Application Pettit. A L 991111 EE"t Or DO$ no wsy.ndnu , gp�, - Eardly Or th" Ask CekuPnnien Die 90-b. P�4L4, DOW Dow Oqh P.MI Do. ' 'n Mass,,.. 291oft Dsk Pont _ (D t» Nmwn: Maeuidunr G�k 6gonpr{laMme Yalrbled 9v Ya@41eA 8uhrwttatl FBC"Aeerwil Ap rpm, ,1itp� T�,g �. version Manu6garnr .. Matt :6nbmnril.oemr Vsl+0a6atl Br IINi d fubrwlad.. FBGAeawal AgR,n .�. � Tj�: W4iun. Maun4eturo[ 6nd...t anti M» Ar3osare YNidatWair WM1dsba aktq � Ids. FDCAadautl A.. oeraetl 9 Y� ikl Yanu6akumr ice: fa 6. r: Y-I a. I F...,Aoorw. Cep � ndgu 1Lluanaa aldehd r � �W $atiMHad. aC. d Appr Arid AYrmation ;noel Pe2P n 4:Orpopdk Vaboi y. Wlndowa JoaH en 9a Window and Door JamaLB -P:E:. aytl i%k Udiner; +� Robinson. 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Fkmtl'C' Dour (8laalIN, 351 W0661032 No Yea No "+4aA40 Semae 100 er Er%pmpew:aFAror+6Sildlrg.0)ass noel vw2-Pane1 Tarr SWIM 6NM amp CM 182.) 0&2417002 No Yea Yes No Np +9011•a6. +26i.26 d "® 4 Sorss150aC-tFompma wAvanB alldrg rJlaea [moor VRW Saga Parwl Fixed 10' Door (8leallts,-47-Ire. ovionC84 No WWI Q 6d. 0- cc C7 a � cV gJ � G w • 3 cc c cm W ✓`""^ a7 toCl- c E re ib. (D E W z CD Imm�aa� CU 0 C > CL O Q O U) CC V m F- O ca ca w z J z J SHEET NO. March 6, 2023 PA 1 2 ■ N U Cl) 0 -4-' Simpson Strong -Tie 2020 FBC Approved Products Fordirect links too[] SSTapprovals listed below, HERE. Updated 12M/20zo � Simpson Strop Tie 2020 FBC Approved Products p g- pp Updated Simpson Strong -Tie 2020 FBC Approved Products Updated P Simpson Strong -Tie 2020 FBC Approved Products U Updated 12130/2020 Q 0 p 0 CLICK For direct ]in" toall SSTapprovals listed helow, CLICK HERE. «,,, For direct links to all SST approvals listed below, CLICK HERE. For direct finks to all SST approvals listed below CLICK HERE.. i..L or F additional information regarding Fielders Statewide Predict IS to a Mr d e C A rove m and aml Da Count Notice, of ACce tan t O CLICK H Rcu q... 9 u ® rc ce t CK E E. pp Ys y p ( A) For additional information. regarding Florida's Statewide Product. royal System and Miami -Dade ... 9 ... 9 �- Approval Ys- Notice oP Acce Lance NOA. CLICK hBERE. y P (NOA), L< For additional information regarding Florida's wide Product Approval tam- and Ne mi• C I a eg g Stale P c Rpp System a a Dade County of Acceptance P OA :CLICK HER Notice cep @ (J ), E a Florida's� �- For additional Information regarding Florida s Statewide Product Approved System and Mlann dada County Notice of Acceptance (NOA), Ch(CK HERE. -� U W FL#2355-R7 FL#10446-116 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- =3 U c 9116" and heights ranging from 45116" lb 11". Concealed flange Seo # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Descriptlon version (HUSC) available for models having width equal to or O _� 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titen stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB: BTH Brick Ties greater than 3-9I16". 0 L 0 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 0 0- 3 APS44, APB44R, APVB66, APB66R, APB88, APB88R, APB1010, APB101OR, APV644, Outdoor Accents Post Bases 3 CS14, CS16, C518, C520, CS22 Coiled Straps 51S" and heights ranging from 9-114" to 16". _0 0 FL#9589-R6 APV644R, APVBE6; APVB66R, APV688, APVB88R, APVBiD1q APV61010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU325SDS, LGU353-SIDS, LGU5.25-SOS Face -mount hangers (U 0 _ %+- (C$ 4 APDJT2-4, APDJT2R-4; APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressiorvTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (6 0 Sea # Product Model. Number or Name Product Description APVDJT2R$ 6 DSP, SSP', TSP Stud to Plate be 15 LUC287, LUC21 OZ Face -mount hangers ,� 0 1 SDI 0112DBB Outdoor Accents Con necior'Screw 5 APHH46, APHH46R, APHH610, APHH610R Outdoor Accents Heavy Hanger 7 Hi, H10A, H2.5A, H3; HB, H7Z; H16; H165, H16 2, H 18-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 0 L- 2 SD9112, SD9212; SDI0112, SDI0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedewn 518" and heights ranging from 3" to 10-15116". (n 0 3 SD91128S, SD921253 Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, AFILH210, APLH21 OR Outdoor Accents Light Hangers 9 H524 Hurricane Tie 17 MGU3 63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers � M Q A SDGF22434.SDCF22J12,SDCF22614,SDCF22700,5DCF22858,5DCF221014: Strong-DnveSDCPTImber-CF5cre>ri 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDS1;5,HSS2-2-SDS3,HSS2.3SD53;HS54-SDS3 Heavy Stud Shoe . 1$ MlUseneshangers -. i_. -r Face -mount hangers available nwidths ranging from 1.9/16" a to - r-F-+ � SDCF221134, SDCF221334 SDCF271958, SDCF272358 9 CBT2Z; CBT4Z Concealed Beam Ties: 11 HST2 HST3,. HST5. HST6 Straight Straps 118" and heights ranging from 6-1&16" to 19-1/2". 5 SDGP22434, SDCP22512, SDGP22614, SDCP22700, SDCP22658, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z CJT4Z CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100. SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS016KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 IDS Dry Wall Stop 14 LFTR Light Floor Tie Anchor 9116" to 3-W16" and heights ranging from 3-1/16" to 13-3/4". 7 SDS25112; SD825134, SDS25200, SDS25212, EDS25300, SDS25312, SDS25412 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA12, LSTA75, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SD325500, SDS255GO, EDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49., LST173 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS2520OSS, SDS25212S5, SDS2530OSS, SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series ]rangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor-to•Fioor Screw 16 H2A, H2_5T, H8, HIOA-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light TwstStrap 6" and heights ranging from 2-5/8" to 11.114". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MS760: MST72 Medium GirderTiedown Straight Straps FL#10007-RS 19 K9S1Z Knee -Brace Stabir¢er 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, M5TC40, MSTC52, M$TC56, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC68BS Pre -Bent Straps Sed # Product Model Number or Name Product Description 1 ATR318, ATR1/2, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126, MSTI36 MST146 MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUDi 4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18; MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30": 3 SP318-2, BP112, BP112-3, BP5/8-2, BP518-3, BP314, SP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA202-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3 618" to 7- 4 CNW318, CNW1112, CNW5/8, CNW3/4, CNW5/8-1/2, CNW314-5/8 Coupler Nuts 25 LSSRi_81, LSSR2.1, LSSR2.37, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 118" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RP322. RPS28' Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z; ML26Z, ML28Z; ML21 OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" 10 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 26 MMH8 Roof Tie -Down 30 SPI, SP2, SP4. SP6, 5P8 Sind Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5; RTUD6, RTUD7, RTUD8 Ratcheting Take-UpDevice29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW36 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115: ST2215, ST6215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-1t2". 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Damn 34 TB20, TB27, TB30: TB35, T1342, TB48: TB54, TB56; TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedowm System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, DTC_ HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJ037, TJC57 Truss Jack Clips 37 W8106. WB106C, W6126, WBI26C, WB143C Wall Bracing and heights ranging from 8-1I2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from I I" to 32". FL#10441-96 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-2/16" to 7- FL#10447-R5 112" and heights ranging from 8" to 39' Sea # Product Model, Number or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in ]widths ranging from 5-1/4" to 8-718" W 1 DTT2 Hold-down Seq # Product Model, Number or Name Product Description 1 CBH2:37x5.5, CBH2,37x7 e3, CBH2,37x9:75 Concealed hangers and heights ranging from 10-112" to 2S". 2 HOC1014, HDC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top flange (DUSTF) hangers 11 HGLT series hangers Top flange hangers available in wmidths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths rangingfrom 1.9/18" to 3-9/16" and heights 7/8" and heights ranging from 7-112" to 32". 4 HDU2, HDU4, HDU5; HDU8, HDU11; HDU14 Hold-down 3 GBC Gable Brace Connector ranging from9-113" to23-15118"- 12 HGLTV series hangers Top flange hangers available in. widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81. HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5:25-SDS; HGU5.50•SDS, HGU5.62-SDS; HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33", 6 LSTHD8. LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2 NHRC411 81, HHRC44, HHRC5.251325; HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series bangers Face -mount hangers available in widths ranging from 1.518" to 7• 9116" and heights ranging from 18" to 28". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 30' and heights ranging from 5-5/16" to 12-718" 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-118"to 9 PA18, PA23, PA28, PA35, PA51, PASS Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SQS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25SDS, Face -mount hangers 3-9116' and heights ranging from 5-318" to 13-1/8". 10 PAI18, PA123: PAI28. PA135 Strap -style purlin anchor 8. LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGUO,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHDIORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHU5210.2 HHUS46, HHUS48, HHUS410, HHUSa50/10, Face -mount hangers 1/2" and heights ranging from 3-7116"to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24: TC26; TC28 Truss Clip HHUS7.25/1D version (HUCTF) available forail models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422; THA426. THA422-2, THA426-2 118" to 5-1/S and heights ranging from 4-314" to 15-3/4'- 15 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7-F=-� 12 THAI1.81122, THAl2.06122, THAl2.1122, THA1222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for Woista Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5•31&'to 28".13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels, onlyacute flange is concealed. 17 HWPH series hangers Top flange hangers available in wdths ranging from 1-9116"to 7-14 THJA26 LTHJA26, LTHMA Multiple Truss Hangers 8 26-2, HTU26, HTU28, HTU210 HTUHTU26-2, HTU210-2 Face -mount hangers 1/2"and heights ranging from 5-318" to 37'. 15 THJM2-4SDS3; THJM2.5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9M 6"to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to,19-114". Concealed flange 518" and heights ranging from9-118" to 16".17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal toor 19 JB series hangers Tap flange hangers avaiable in vidth of 1-9716"and heights -C 18 VTCR Valley Truss Clip greater than 2-9116". fangingfro m5.318'to7.14'. rs 10 HU001.811gSDS, HUC01.81/11-SDS, HUCQ210-2SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights r a SDS, HU00410-SDS, HUCQ412SDS, HUCQS.2519SDS, HUCQ5.25/11-SDS, HLJCQ610- ranging from9-3116" to 13-118", v Ly C" SDS, HUC0612-SDS V! co CAD a.. y C tq ,Q X �u''r 73 d E, r-: FF r " Simpson Strong -Tie 2020 FBC Approved Products Updated 121XM20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 r- - For direct inks to all SST approvals listed belaa5 CLICK HERE. For direct links to all SST epprovals listed beimv, CLICK HERE For direct links to all SST approvals listed balmy, CLICK HER For direct inks to ell SST approvals listed below, CLICK HERE. For a Ronal Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA) . _ _ - F additional informationregarding aci rrrr UM � --� - F Far additional information regarding Florida's Statewide Product A royal System Mani -Dade County Notice of Acceptance {NOA), CLICK HER_, 9 PP ys « For additional information regarding Florida's Statewide Product royal System and Miairm-Dade Can Notice of Acca tanco NOA 1 K H R g g Approval K County p ( ]: F � L For additional informationr ardin Florida's Statewide t A S e n e . i K H R a regardingProduct Approval System and Monti -Dad County Notice of Acceptance (NOA}: CL G F,,,,�'. 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 S/LBVI.56, SILBVI.81, VLBV2.06, S/LBV2.37, SLBV2.56, S1LBV268, SILBV3:12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-118" S/t.BV3.56, SILBV3.62, SILBV4,06, SILBV4.12, SILBV4.28, S1LBV4.75,. S/LBV5.50 6 Strong-Bolt2 (ST62,: STB24SS, STW.6SS) Strong -Bart 2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1.9116" and heights Sea # Product Model. Num bar or Name Product Description 19 S1LTT20, SIDTT2Z, 5/HTT14. HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3115" to 13-118", 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, TH'D-HMG, THD-H4sS, THD-Hass, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG$, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6. HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-112". 3 HU00210-2-SDS, HUCQ210.3-SDS, HUC0310-SDS Joist Hanger 22 SSP DSP, TSP Stud Plate Ties stainless steel, of with countersunk head in oarbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in tMeths ranging from 5-114" to 6- 4 THGB2, THG63 THGBH2, THG'BH3, THGSH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112". 5 THG02-SDS3, THG03-SDS4:5, THGQH2-SDS3, THGQH3SD84.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (rHD37634RC, THD50934RC) Titen HD Threaded Rod Coupler for concreta 25 MIT series hangers Top flange hangers available inwdths ranging from 1-9/1 a" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger(THDB25158RH, THDB37158RH, THD37212RH: Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114"to 24". THD50234RH, TH010212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9118" and heights 10 Wedge -All (VVA) Wedge -All Anchor for masonry ranging from 3-318" to 7-118", FL#11473-R5 FL#13904-RS CD 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- Sect # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9 1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor I CCQM3.62-SDSHDG, GCQM4.62-SDSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG; CCTQM5.50-SDSG, CCCQM3.62-SDSG CCCQM4 62-SDSG, Seq # Product Model. Num bar or Name Product Description 3 H16,Was, H16-2_H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQM03 62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive masonry 5 HETALI2, HETALI5, HETAL20 Embedded Truss Anchor ECCLLQMDA 62G-KT, ECCLLQMD5.5OG-KT, ECCLRQMD3.620-KT, ECCLRQMD4:620- 3 SET-XP SET-XP Nigh -Strength Epoxy Adhesive for masonry Sea # 1 Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors Anchor KT, ECCLRQMDS 50G-KT 4 Strong-602 (8TB2) Strong -Bolt 2 Wedge Anchorfor masonry fJ 2 ABA44; ABA44R, ABA46, ABA46R, ABA56, ABA66R ABU44, ABU44R, ABU46. ABU46R, ABU5.5, ABU54 ABU65, ABU66. ABU66R, ABU88, Adjustable Post Base Adjustable Post Base 7 8 HHETAI6, HHETA20, HHETA24, HHETA40 LGT2, LGT3-SDS2.5, LGT4SDS3 Heavy Embedded Truss GirderTiedomm 3 4 HGUM5.25, HGUM550, HGUM7.00, HGUMT25, HGUM9.0O LGUM26-2, LGUM26-3:.LGUM26.4, LGUM28-2, LGUM28-3, LGUM28.4, LGUM210•2; Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titen 2 (77N2) Titan HD (THD-H4SS, THD-H6SS, THD-CSOSS) Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty ScrewAnchcr for concrete available in 304 ABU88R, ABU1010; ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGLIM210.4, LGUM46: LGUM48, LGUM410 or 316 stainless steelwith hex head, ancI316 stainless steel vdth 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ; ABW7.7 AC4, AC4R, ACE4, AC6, AC6R, ACES Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, MSTA24, META40 M MSTAM24, STAM36, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA3.12111 25, MBHA3.56/7.25, MBHA3.5619:25, MBHA3.56/11.25, MBHA3:56/11.88, MSHA3.56114, MBHA3.56116, MBHA3.56i18, MBHA5-5C/7.25, Masonry Top Flange Beam Hangers 7 Titen Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry fn V 5 BC4, BC46, BC4R, BC6, 1306R, BC8, BCS2-2/4, SCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50111.25, MBHA5.50/11,88. MBHA5.50/14, MBHA5:50/18, 6 CB44, C1348, CB48, CB66, C1366 Embedded Column Base MBHA5.50118 7 C65044-SDS2, CBSQ46-SDSZ CBSQ6&SD52, CBSQ85-5052, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56111.25, MBHU3.56111.85, MBHU3.56114, MBHU3:56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9.112" and FL#11496-RS MBHU3.56f18, MBHU5.5019.25, MBHU5.50111.25, MBHU5.50)11.88. M9HU5.50/14, W2 ranging from 3.518" to 7-112" MSHU5:50116, MBHU5.50118 sea # Product Model, Num ber or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2:5 Series Screwed column caps with W1 ranging from 3-1/4" to 9.112" and Seq # Product Model. Number or Name Product Description 1 X34B1016-SK; X1S1016, Xi B1016-4K XWS1016, XQ181016-4K 410-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 0 W2 ranging from 3.5/8" to 7.112" 1 DTT1 Z Deck Tension Tie Drill Point 10 CPT44Z, CPT667, CPT88Z Concealed Past Tie Base 2 HD12. H019 Bolted Holdowns FL#13975-R6 2 XL0114T1224, XLQ11491224.2K #12.24 Strong -Drive XL Large Head Metal Self -Drilling, Tapping ^ Li•. 11 EPB44A, EPB44, EP846, EPB66 Embedded Post Base 3 HD36, HD5B, HD76 HD96 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTT"14 Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114SI224, XMQ1 14B1 224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LC666 Embedded Column Base 5 LTTI9, LTT20B, L17I31 Light Tension Ties I SDW22300, SDW22336, SDW22438, $DW22458, SDW22500, SDW22600 SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 X0114S1224, XQ11461224-2.5K XI 14SI224, X01I 2S1224 XQ112B1224-2K #12-24 Strong -Drive X Metal SeIP-Drilling, Tapping Screws with #G �� # 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450, SDWC15S00 Strong -Drive SDWC TRUSS Screw Drill Point U 16 PB44, PB44R, PB46, PB66, PB66R Embedded Past Base FL#13628-R5 3 SDWH19300DB SDWH19400DB, SDWH19600DE, SDWH19800DB, SDWH191000DB Strong -Drive SDYVH TIMBER-HEXSorew $ XU34S1016. XU34B1016a1< #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screw-5 with 17 PBS44A, PBS46; PBS65 Embedded Post Base 4 SDWH27400G SOWH276DOG; SDWH271 SDWH271000G, SDWH2712DOG Strong -Drive SDWH TIMBER-HEXHDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Seq # Product Model. Number or Name Product Description 5 SDWS16212, $DWS16300, SDWS16312, SDWS18400 Strong -Drive SDW$ FRAMING Screwy 19 PC44-16, PC46-16, P048-16, PC64-16, PCS&16, EPC44-16; EPC46.18, EPC48-16, Post Cap 1 SB5/8x24, SB7/8x24, SB1x3C SB Anchor Bolts 6 SDWS19600, SDWS19714 SDWS22400,SDWS22500,SDWS22512, SDWS22600, Strong -Drive SDWSTIMBER Screw (interior Grade) O EPC64-16, EPCOO-16 2 SSTB16, SST620, SSTB24, SSTB28, SST834, SSTB36; SSTB1 OL, SST826L, SSTB24L, SSTB Anchor Botts SDWS2280D, SOWS22900, SDWS221000, SDWS221100; SDWS221200 SDWS221500 FL#35320-RO L 20 PC4Z PC4R7, PCBZ, PCBRZ, PC8Z, PC8RZ; EP04Z, EPC4RZ, EPCaz; EPCBRZ EPC8Z, Post Cap SSTB28L 7 SDWS2230OD6 SDWS2240OD8, SDWS22500DB, SDWS224SOOD0, SDWS22800DB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) n EPC8RZ SDWS221000DB Sea # product Model. Number or Name Product Description L•� 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312088, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5. DSSCI 46, DSSCB48: DSHS Bypass Framing Drift Strut Connector CD 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDW827300SS SDWS2740OSS, SDWS2750OSS, SDWS27600SS, SDWS27800SS; Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector '^ SDWS271000SS, SDWS271.2DOSS 3 FPHS034S1016, FPHSD34B1C16, FPHSD34B1016-5K; FPHSD34S1214, #10-16 and.#12-14 Strang -Drive FPHSD Framing-to-CFSSeIf- V! Seq# Product Model. Number or Name Product Description 10 SDWV13400 Strong-DriveSDWV SOLE -TO -RIM Screw FPHSD34B1214.FPHSD34B1214.5K Drilling, Tapping Screws 171-410866-115 I CMST12, CMST14, CMSTC16, C814; CS16, CS18, CS20, CS22 Colled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25, LSFC625, SFC2.25, SFC4:25, SFC6.25 Seel Framing Connector U M 2 HRS6; HRS8, HRS12, FHA6, FHA9, FHAl2, FHAII 8, FHA24; FHA30, MSTI26; MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25; SSC6.25; MSSC2.25, MSSC4.25; MSSC6.25, Steel Stud Connectors a ■ ■ Sea # Product Model- Number or Name Product Description MST148MSTI60 MSTI72., SIMST27, S1MST37, SIMST48 MSSC425KW MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FLX15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW6.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, M87A24 Straps 43 mil (18 ga) 7 SC843.5, SCB45.5, SCS47.5, SCB49.5, SCS411.5, MSCB45 5, M80847:5 Bypass Framing Slide-CGp Connector 3 GH46.6, GH46-8, GH46-6, GH48-8, GH410-6, GH410-8: GH66-5, GH86-8, GH68-6, GH68- B, GH610-6, GHB10-8 Girder Hanger 5 6 LSTA9, L57Al2 LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 LSUBH3:25, SUBH3.25; MSUSH3.25 Straps 33 mil (20 ga) Bridging Connector Sea # 1 Product Model. Number or Name AS 18, AS 18S5, AS 1886 Product Descrintion 18 ga. Truss Plates 8 9 SCS32-5197, SCS62-5197; SCS62-51118. 54:;S82-5/118 SCW3.25, SCW5,5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 4 01-135A, G1-13513, GL85C, GLBSD, GLB7A GLB76, GLBTC, GL87D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLST512, GBLT612, GLBT516, GBLT618, GLBT520, GBLTS20 Glulam Bearing Plata 8 LTS12, LTS16, LTS' S, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.51a Bypass Framing Slide -Clip Strut Connector L 6 HGLBA, HGLBB, HGLBC, HGLBI7 Heavy Glulam Bearing Plate 9 MSTA30, M5TA36, ST5215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 Slaps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O 7 HGT-2, HGT-3, HGT•4 Heavy Girder Tiedow" n 10 MSTC66, MSTC78, STS236 Straps 68 mil (14 ga) Screws Lu 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQiS1018, XQ1B101&4K, X01S1214, XQlB1214-3.5K, X078SI224, X07BB1224-3K, 410-16, #12-14, and #12-24 Sbong-Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S161.56, S/B1.81, SIB2.06, S1132.371 S/132.55, S1B258, S1B3.12, S1133.56; S1B3.62, 5/134.06, Top Flange Joist Hangers FL#15730-R4 XQ114SI224, X0114191224-2.5K XQ112S1224, XQ112B1224-2K, X34131016-5K Tapping Screws 9134.12, SB4.28, S164.75, S1135.50 X181018, X1131016.4K XiS1214, X1B1214.3.5K 13 S1BA2.1218, SIBA2.12/10, SBA2.12112, S1BA2.12/14, S/BA4.18/8, SIBA4.16/10, Top Flange Joist Hangers Sea Product Model. Number or Name Product Description Z J S1BA4.18112, S1BA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H 1 A Hurricane Tie 2 GAC, GDP, GDPM 50; GDPM 75, GDPM-100, GDP$, GW-50, GW 75 GW-100, GTH Gas -actuated fasteners end assemblies Q 15 SIHD8S, SI1-0812, S/HD10S. S11-10106, SIHDISS, S/H015B Holdowns 3 PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K PINW, PINWP PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S1HDU4, SIHDU6, S/HDU9 S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3 K PCUDPA, PECLDPA, PTRHA3, PTRHA4 17 SIJCT, S11 JCT Joist Hangers 4 SET-3G. Adhesive Anchor for concrete n- SHEET NO. March 6, 2023 PA 1.3 - -- - I Illy III f 71 I r i i 71 n_1 r y �€ • r aF y: r � �. € Fa d k- ■`,€�.. F- : n�- a... Fi ,.`Y =Y.- ,€a,4-• �^, #a �..�� Y= a.- # t;[ 1 a tt.t� a�,: `f .,e, RAM !� 6 il# # :P- :'t # 9'•- ti4i 'Y - .: �P'# #.•YF F-. [tl i'x_ F t 3:. Y.:.- 4 a �' � � as Y[a[n• �[� - L -t i Y a. ' ;:[ F.h ::k - :'::.tP v.l F. f. ,.-t s• a-# '-: #'. [ Y: .mt'r-P ..®: ,,.a - ._ _ , _ F - a ' - # e �[ # ffiP # a` bt k _ , y � b - • � - - # ;at ;wY - # : ' ' '.f tY:: 'a _ _ � a= t .4 wa. ':I • S -. /! . " Y , ,y [ .: t - _ f - �... . ` '.: tY `.. ., 3, ..�. - i :. �a • to # � S'- :.. a va 4a Y :# . h [.. # ' # F ' # # m - F. t ' 1 �' 9E' [ 4 - : # � > -+i • '#: #i -t� ,. 3 .e [Y' :•. P •, $ YB• 4 .. k � � FY - `� ` � � e a :[a -. _ :� Y ; �: F � .: - >& t ,. : '4. Fa , [ ,- x ' tl: L<•,. x '.M s ro PT Intli* br. r ' a I iY Y:f ` I. ri BM TESTS : Is Test rtpw on_ I Alongg*it,h=ked,-up d 2. Test report on i r ro e eo- r I CGIUm' dewi'am Door .Inc. Im 0 46 1 1 ; I ire L d rain � t r - •Y. iN� Y rac, t �r x z f. -�N R' P$o"d7YRt Contra,!. 'k Approval DAei XUrch 16, PGTludustrie& Inc. 'NM-IC,t OF ACC`APT NCE SLR , A. DRAWINGS I. Dmwmg o AID- .O Rev B, fifled Nmyl Sliding Glass,Door NOA (IWs I siped ' _ L erp RE Not This revision -consists replwement of sameemistigg ia2llatieuwith flat bead- B. TESTS 11. NamC. CALCULATION'S L. None. of Regulatocy and Ecomonue Rees .,: E — March 6, 2023 -11- 1. 1 1. 1., III, : - 11 Jb._, idlVf:. N12A I , 1.1 n1, d: HI ,,l 1, 1 J. i': I, l: I I I : I I I I r I-- i- '. .a..,€ NQ 4-0 CU Q -= O N Q- 0— . � U CD OO O ♦���1 v) C = s= Cu Q Q � LL_ Q `! .� Cn E O Q Q C_ Co .� C/) Q ® IA o C e Y y W © c' N CI.t. pq a0 O s 47 C , CD w a a8 �1 u v » m r ap is Ca y to U) L. CD E W v ' 0 > L 0 CDL Q 0 Lem 0- CD U (Q m 0— O vi_. W Q W z J z Q ^J^ 1� SHEET NO. PA 1,4� N O c� > 0 -aQ MIaM vaa 1VIIAMi-DADE COUNTY a) C O PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Cast -Crete USA, LLC Cast -Crete USA, LLC !Gast -Crete USA, LLC C � ,� � BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315 290 (ass) 31s-2599 NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � U - ww NOTICE OF ACCEPTANCE (NOA) w.miamidade.¢ov/economy - O Co 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 — .L O Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS � �- � � � Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, 1. Drawingllro. FD4612, titled '"Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "'Precast and Prestressed Lintel Details'; sheet I of M +.., Ri SCOPE: prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast ", 1, re ared b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. prepared y g g � ° 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4, 61" & 12 � O M O > `O . This NOA is beingissued der e applicable t under the rules and regulations governing the use of construction materials, -Crete 4 6" & 12".Lintel Safe -Load Tables`; sheets I through 3 of 3, prepared by Crar Parrino P.E. dated March 24 2003 last revision lt1 dated April 2003 bathf g J p �" �" JJ eats 1 LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables", sheets Lintel Sae Load Tables", sheets 1 through 3 o 3, last revision dated 06112114, all 8' f .— E O N s_ � N i -.-• O- The documentation submitted has been reviewed and accepted by Miami -Dade County RER-.Product Control drawings signed and sealed by Craig Parrino, P.E. through 3 0 3 prepared b Craig Parrino P. dated March 24 2003 last g f , p p y g J . ; prepared, signed and sealed by Craig Parrino, Pr E, on 08119114, .D to O Cti C � �+-- _,_. �. Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on B. TESTS � � _C 07 Q (AHJ). B. TESTS March 22, 2012, 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. HP. 1, Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,aman, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCI.TLATIONS 1, None. 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. QUALITY ASSURANCE D 1. By Miami -Dade County Department of Regulatory crud Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrinr?, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane 2.Calculations for Cast -Crete Lintels, dated 05/291Q3, I40 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. E, MATERIAL CERTIFICATIONS 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1, None, F. OTHER APPROVAL DOCUMENT: DrawingNo. FD4612 titled "'Precast and Prestressed Lintel D • s" e s 1 ettaiil , sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter om Cast -Crete USA Inc.,ated 0811912014 signed and sealed b Craig fr , gn y g 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 comli compliance, with the Florida Building Code pg 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Crag 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 # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E, dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12" Lintel Sae Load Tables", sheets I through 3 0 3, prepared b f g f P P y I. None, RENEWAL of this NOA shall be considered after a renewal application has been filed and There has been no Craig Parrino, P.E., dated March 24, 20 3, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None; 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement. of any C. CALCULATIONS 1 None D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with i. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, Florid and followed b P y tYs � y D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. 1, Nane, be done in its entirety, E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L 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-5 as well as approval document mentioned above, The submitted documentation was reviewed by Heimy A. Maker, P.E., M.S. , eimy A. Ma ar, P.E., M.S. elmy A. Maker, P.E., M.S. elmy A. Maker, P.E., M.S. C%J d o Pro act Control Section Supervisor Pro act Control Section Supervisor Product Control Section Supervisor p c NOA No. 20-0630.15 rn artMaoE�Lagaim�=[ � Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration late: 09/11/2023 NOA No. 20-0630.15 Expiration IDate: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 14 x 1 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval hate: 08/20/2020 Approval Date: 08/20/2020a- >- Co eo o e1 Page E -1 E-2 E-3 y o ca a E 0_= < 3 +� v � y, sx..xa � E 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. Mone, B. TESTS B. TESTS 1. .None. L Alone. 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 E 1. Noire: 1. None:. =:3 � F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08/08/17 signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- C� > A. DRAWINGS Crete USA, Inc., dated 06111l20, signed &sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > L 1, prepared by Craig Parrino, P. E , dated March. 24, 2003 and Drawing No. 0- LT4612, titled ""Cast -Crete. 4 ", 61" & 12'" Lintel Safe Load Tables'; sheets 1' O Q through 3 of 3, prepared by Craig Parrino, P.R, dated March 24, 2003, last �_ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E, n 0 January 22, 2019, B. TESTS 3 0 1. None. C. CALCULATIONS 1. None. D. QUALITY .ASSURANCE 1. By Miami Dade U M M County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATIONS 1. None: F. OTHER I. Article of Conversion for a name change. O L LLJ e my A. Maker, P.E., M.S. Cl Hetmy A. Maker, P.E., M.S. Q 0 Product Control Section Supervisor Product Control Section Supervisor z J 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 E-4 E-5 Cl- SHEET NO. March 6, 2023 PA ld5 I ., iI [III :iIT7 1 I - __211111111111111111111 I , � M I 0, - - !irrull I " d I 11 I �111 � WAT.,'MR A. TILLIT, JR., F,9, "I 'III �11=110V,0.1 _41�41711 IT C.� L4�-N,I.N)067D PRODUCT EVALUATION REPORT REPORTNO.: 20-0728.01 DATIE- July 28,2020 PRODUCT CATEGORY: Shutters PRODUCT SIUB-CATEGORY; Storm Panels PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QbbA1_eFQtQQftQOR_rqdW&dA_C_1 4800 S.W. 61 Street Davie, Florida33314 t. PURPOSE OF EVALUATION; This is aProduct Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (Systam ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method ID of the Florida Departmentof 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 toast equivalerittio that required by the Code. , This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2, EVIDENCE SUBMITTED; 2. 1. P )DLJCT EVALUATIONDQC � _UMENT_IP.E.D,1,, Drawing No. 20-176, tified 1120 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, Inc.; Signed and seated by .Walter A. Tillit, Jr., P, E.; dated 07128120�0, This drawing it an integral part % I 'IP'Is Evaluation Report, 0,101 �w,, , 0" I V, �:..,Q, Q'. 8 , P� .... NIy ', � ­_ __ --k-0 .�­`v "' ,� - , - --� " ,_ 11-1, _- -.4, V , 3, --�- �-Z__ � _!_��!I- No, ­/ " - *' 44187 'le- - , - 'e�" : 1 / � * . , ,-,�P, . I L _ � � V& sl­_ , 6355 NX 36th Stmt�i; Sufte305, Mimi. Flori4a,113166 - Phone. (305) 871-1530 - Y'k,"A"4910, PRODUCT Kk7,AL 2 2.2-10-T RE PO RJS,,- Large missile Impact and fatigue load tests were performed under Protocols TAS 201,203 as per Section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, Inc,, Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996, 996-T30 dated,09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-00, dated March 4,2009, signed and Sealed by Edmundo Largaospada, P�E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 200,9, signedand sealed by Frank Grate, P.E. 2.3. T RAL TlnNq. -&-SVICTU F11IJOINEE N _ On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as wall as maximurn anchor spacing ve.desiginwind load and panel length based on ratfonal and comparative analysis, and in accordance with section 16if) ofthe Ronda Building Code, Calculations prepared by Tilteco, Inc., dated 11103/08 and 03112JI5, signed and sealed by Walter A.Tillit, Jr, RE. 3-MMUZAPAUDRES-WIST-AN-C-E. Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4.-MIND LOAI)$i R%MTANM- 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 of26 of'Product Evaluation Document (P.E.D.), drawing No. 20-170. Maximum Anchor$pacinq shall be asindirated on sheets BT 9, 10� 11� 14,15,17,14,19,20 25 and 26 of26, of Product Evaluatiort Oucument�P.E.D.), drawing Na, 20-170. "ITALLATJON-! Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23� 24 and 20 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. Minimum separation toglass shall be as Indicated on sheets 8,14,10,25 and 26 of 26� of Product Evaluation Document (RED.), drawing No. 20-176. MDUIC LEYAL11ATff&_R1rQRX_NV_V_-#nW 3 6. M kT9R1AL,CNARAQTFRIMCS,A , 040-SPIECIFIdAtIO -- I I W1, Shall be strictly In accordance with General Notes and Components indicated on shoat 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No-90-176; Anchor Specifications shall be as indicated on sheets 1, 7 arid 21 of 26, of Product Evaluation Dmvrnp,nt (P,E,D.), drawing No. 20-176, 7. IMITATIONS ANQ CQNjDJTQNAAFU -_ M 7.1. Shall be strictly in compliance with General Notes No. 1, & thru 14, indicated an sheet I of 26, as "It as General Notes # 1 thru 4 and 1 1 thru 16, indicated an sheet 21 of 20 ot Product Evaluation Document �FI.E. D.), drawing No. 2071 76 prepared by Tilleco, Inc. and signed � and sealed by Walter A. Tillit, Jr,, RE, 7,2.. Product may be installed within HIGH VELOCITY HURRICANE ZONES -as defined on section 1020.2 of the Florida Building Code. 7.3. Product shall only beinstalled into poured concrete, concrete block, and wood frame ttructurea. Product EVaivation Report prepared by Walter A, Tillit, Jr., P.E. (Florida License No. 44167), President of Tillieco, Inc. (Florida kkilt!"INNNI"i ItA � N T14 t%, ,N'ItZli� I _: - I .. �,/� ?%o. Alg� *W , -` \�,E,V* ` � % Z . It , , - .1 e %., k ,,-- - S ' ., . '� S 1, - --- ---'- m -_ - z 3=:!w__,�� 44167 . z_ , _ '*E -I- __ i*�­__��__* . = 11 .1 X , I ­2Vv_"_.. STATE OF ..,,55-, 1 t - - , , f - . ,�, R, - ­v * Z?<',, , -' , . ,� s , ,� .. 4,040 14 , ,� . ­t,. X '0, ty, - ,�A�, IN, 910l"A � SM .10NINJIlloW WOU D�`l TILTECO ADMON RECORDS � P. E. 0PORT-20 � G LORAL, PROTECTION PRODU�TS� LLC � 2B (BAGE OALVANJ= STEEL VOR , R&PANELIL DRWG#2(�--fT,,S�REPUIkT-42D-0728,01 I I TILLIT TESTING A ENGINEERING COMPANY - - 1-111-- I - - - - - 1.11 I'll ---- ­___ WALTE R-A. TTULIT, M, P.,E� lifteot? I I!RODUCT UVALUATIQXR yao).Goln MORT M.T.r.'Li,.J0,,q, 44167 F1,(:.A.LI=w_1L,9.)AbN9 REPORT NO.: 24-0727,02 DATE: July 27, 2020 PRODUCT CATEGORY: shutters . PRODUCT SUB -CATEGORY. Storm Panels 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PrQlaction ProdV0116= 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE. � IF EVALUAIIQN'.. This iss RroductEvaluation ReportissuOd by,'WalftrA. TI ' Ilit Jr,, P.E. (System ID # 1900) to the Global Protection Products, LLC ' Rule Chapter No. 614320-3, Method ID ofth* Florida Department of Business and Professional Regulation, This produqt Is being Issued an Evaluation Report at described herein, and has I � � , I been verified for Icom pliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verfly that the product Is forthe purpose intended atleast equivalent to that required by the Code, This Product Evaluation Report shall be subject to revtow and revision in case of a Building Code change that may,affed its limitations and Conditions . 1 2. EVIDENCE SUBMITTED- 2,1,PROMM EVALUATION DOCUMENT 1P.E.D. Drawing No, 20-176, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteqo, Inc,, signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712-712020. This drawing Isam inteR g ,tg , it�O 44h, I . , , I Evaluation Report. 1, �*, , "..'­k4 ,,,,,, "' . /�, ��_, ,V,"klEN " -A 1�___, ip F­_\,\ &- '--,. s -- 2 '13e,4*J"_�, * 6_355N-W� 36th Stmet, Soite,,105, Nfiaand, Florida 33166 -Phoue. �305) ftQD1XrXYALL1An0X9"_ORT-.Nm IM127.01 2 1 Z, Tr; ST, R E PA M- Large Missile Impact i6ad-tests were performed under SSTD 12-99 standard as per section 1600A.26f the Florida Building Code. Uhiforlm static loads as oar SectIbn17O9AA,psr4$TM1E­33Q. Test reports prepared by American Testing Lab of South Florida, Fksport* 13814.01,01 dated-0,V1 1102 witnessed by William , � R. Mehrier, P.5., Bork Moroz, P,E. and Henry Hattern, p,E and Report No. 0219�01-09, dated I February 25, 2609, signed and As - Bled by I Ed,M , undo Largaospada, P.E. and Henry Hattsm, P,E. Large missile impact and cyclic loadings per Protocols TAS 201 & 2113�as per section I 609� 1 '2 of the Florida Building Code,Tdst Report prepared byAmaircan Testing Lab of South Florida, Report No. 11,910140, dated N6v#rnber23j 2010, Signed andsealed by Julio E. Gonzalez, RE Tensile test report No. BCM-1_" by OC Metallurgical, Inc,, dated March 13,2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test at per OC Molallurglioa , I Report No.. i OKM-1 31 8, dated December 1, 201,0 signed and sealed, by Jerry Jaoiofano, RE, as per ASTM E-8. ZIATWM On 24 Gage Galvanized Steal Storm Parts) for Maximum panel length vs, design wind load, as well alI MaXimUrn 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 Tllteoo, Inc., dated 42ti 8110 and 08127/t3 (for this revision), signed and sealed by Walter A Tillit, Jr.,P�E, 1AMMUReACTAENOT4NM Large rriiissile Impact undersodlion 1609,12 of the Florida Building Code, as per I SSTD, 12499 Standard and TAS 201. 4. WND LOAD-$ R ,EMSTANCE: 24 Gage Galvanized Steel Storm Panel hasr been verified to sustain wind pressures, Maximum panel length shall be as indicated on shoets.3, 9, 10, I 1, 12 and 17 of 18 of Product EValuation Document (F.E.D), drawing No. 20-175. 1 Maximum Anchor Spacing shall be, as indicated on sheets 5, 9, `10, 11, 18 thru 16 and 19 of 18, of Product Evaluation DocoMent �P,E,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as Pat SSTD 12-99. Stanifard. � "I'JAIIIIIININPIN, 01"o A TIQ , I I- , ,,�t* N_ � _____ "_ � .., � , 11 S�;� , I r�_--��It=- .- - , � - � - ___1117__!!� - I— __ 67 ", - _ _�; I I � S 1 7/��:;A 1 * :*= I - F ., I / / S % STATE 0 '.., I II i I- I .. � 6C Z s � , A " <7 11 '0 �� ,�� 'Vli�i � ., ORO'., �� .... .. .. � A�*' �,,� X� ,� "", fit) LI, I iIA10 I I MQ&='RVALUAT INUM 3 A.JNMLWI - Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document,(F.E.D.), drawing,No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6,13, 14, 16, 15 and I 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. ZMAURIALCHARACT RIST SPECIFICATIONS: Shall be strictly in accordance with, General Notes and Components indicated on sheet I and 2 of I 8, of Product Evaluation Document �P,E. D.), drawing No. 20-175, Anchor specifications shall be as indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 2OA7& 7AJ.NI7T "ISAR02C9 NDMMS Of, USE., 7.1 - Shall be strictly in compliance with General Notes No� 1, 8 tbru 14, Indicated on sheet I of 18 of Product EvaluationDocument �P,E.D.). drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by WalfigrA.T111111, Jr., P.E. T2, 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 WalterA, rdlit, Jr., RE, (Florida License No. 441M President of Tifteco, Inc. (Florida CA-0006719), _4� (3) (1) = C/) ­0 -00 > (1) = .4..a 0 :3 2 . a) 0 " CL -1�.Z a 0 ­0 0 (L) = CL co --a I- 0- - 'a 4 0 (1) 4­0 Cn (1) -I--- C a) = -0 CU 0 0 - co -0 Cn '- .�o = 0 2 a- - = = �2 a) 3: = CU = 0-% %-.1 -0 -0­0 CIO LL L� - 0 co > . Cn (n a) L_ _,� 0 0- . r- F cn M -0 402 = . - Fa Cf) ca- < a 4 Z W MJ - - - 0APQ FETY STORM PANELS - KINTS FOR REGULAR & LIFE $A. 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 2MEM, If RAI IN OASt THAT PRECAST STONE, 09 PRECAST CONCRETE PANELS, SAJOCO OR WOW BOARDS BE MIND ON ME (SCALE 1/2-11 w_avco tEXISTINO WALL, AW-41M SHALL BE LONG DMON TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS- Iw/io. lw/lo, 3W/10� 4W/10, ' STORM PANEL SHOWN 014 TH PRWVCT CVALLMUKIN DOCUMENT (P ED � HAS 13M VERIFIED MR OOMPLLN,0CC �N ANCHORAGE SHALL BE AS MENTIONED IN 0A) AND IN 5,21 +SW/I 0, 6W/1 I & 7W/ I I 6/5 Is , � --,-,-,-"�,-�--,--,----�-�-�----",�-,--,--,---is�l�r (T*1AjL INRAH)___ � ---- -------- ---- -- - -- � ------- -.-----,--,7 --­­------­-----1-fLI1E6` (TOTAL W1OM)_­-­ -­ _-­-----� 11, ALCIAROANCE WITH THE 204 (AN EDITION) Or THE PDRIDA $ULDING CODE (0) T i I--,------ ____­_____ ____1__1LEoo` (EFFECTIVE WCTN)�---��--,,---,----,-,---------- 3 1 � 3' No 3 X ,-" I DESIGN "NO LOADS WALL BE DETERMINED AS PER SECTION IS20OF THE AWJVC MENTIONED CODE, I � 'NC I I . � I --,-,,- __-ANCHORS; FOR CONCRIElf, am ScilLOUEG: ON WwrS. a & P___ - ,-,--,--- : " ` 11 , FOR A e JUIRSOICTION WFI THESE -504VITERS WILL BE ttMAUXIG AND - #14-10 PANEWMATF FEMALE M AND PANCINATIF PLITS ANCHORS, AS MMUFACTURED We 91CO CONSTRUCTION PRODXTS� _ _________,__-6 114* - -- � ------- 11_1­1i�l I � � I:,------ ____---1L2W'--------­---- 7 11 Mth. - IR WOOD six SIECTIONt, 09 SHEETS 70 & 11 � I oft I I � - � � I I I \ FOR #� It INC ASCE 7-16 AND SHALL NOT EXCEED TK MAXIMUM (A.S,D) - 1/4-0 LAC SCRE" PER N,Os� I �_­P ­ r_ ,=�_ �_Ijp ­ � .7"�_50KP` I � � ^'Wo" - , - ?lie'- * Sle 1400 BLISHM, A5 ViSTISEITNEC Sy &A -UNI SCREW, BOLT & SPlIX3,40y OD� I � i I ,"", I I � � A ,�, I el,­I_R%,­��N QQ3rUftTHICK _I�M`�/,% � _6 __ / I ,,- 0 1 - OL'SAIN PRESSURE RATINGS INDICATED ON SHEETS 7 THRO 12� 14, 15,15.19 & 2Q� �, ­ I I L j � I I ,, , - . � 6 11" �, I i -,� 11 17_______,��_ -, , � 1�. GALION= $rm I:,- Kt, - 1-1 ---I-- --- I C1.41 - ARM 4�4" �_ �, I �I - -T­--T­T-­-­­­­ ­­T --- � ­L / $'ER . I I � - - i " I i �r GA!r I I $KN,L_ BE RASM REDUCED 110 A-S-4- WEIMN WINO LOAM VY M04TIMYTNO. THEM EIV GO IN ORDER TO ' , - I - , - , ,�w 01 (D _�_R I 7_ ___F -77--, I _777- 77­1_1_7 7_ 1 , I I - IN ORDER TO VERIFY THE ASOW CONDITION, ULTIMATE DESIGN WIND LONDS DETERMINED PER A= 1-16 F_ - T -1 I - � ,1 D.M_(j). C 1) MINIMUM TWC,ADEG P&NCIRAITTIN ,INTO WOW Cf H,nON ANC40ITS SHAI T_ BE I, Ilr AND 2� FOR ELCO PANELAHE PLUS I I � � I I iwl 10�1�1 '_� .. .... � � _ I I "A` I I ::: 1 4 . I I � R THIRV TZ, AND PANUMNE FEMALE �a� " ,, � -�-D-` * I , 1, - I ' - , , , zow* AGW " TACK ,* j'BO?, I GRAVIS OF WON HMM,e� i �' - , )� IT �1 ' / 1 -7711,1 � . , �74 1 � G-,w CAEV. I I I i � COUPARE `RW_1q *1 MAX. (AS,O) bESTUN PRESSIVE PATINOR NWATM ON, SHEETS 7 $4, IS, III, tR & ZO 4/ , j,,t " // ,__ / 1, I � I elkumsm STEEL EDGE , -H��)� (�)+@ � (�) i 1: � 0112) MRIMUM THREADED PENCIVAITON of M So". PIT THE WO FRANE LIMIT S - -, NQ T STV A -.-*§a I - i 1 7", t\ � I I I i 1 t I I 70 VKRGY THAT 'O , 1/2 ..RMED 260- 24-;�"- , T-YP \\ AT 1 21 Ak.;�, , " TYPI �' ,_ I (�) ! , I - ,a = HALL BE . , - _... � I _�, N. - ' IN OMER I ANCKIRS, ON 'THIS F? ED. AS TERGED WORE NOT OVER ' ,TRE!EE 1). A 33% 1HEAEASE, IN ALLOWABLE �, --mWED I ,---.,. I I I OCTAII A.-T I I ! 1 1 T - 1 I I 7. , � I I i � � ASTIENtIRS SPACING TO WOOD Kos BEEN DETERMINED IN PENEWATKIN INTO SMCC* SHALLV Nt COOSIGERED AS PART OP ME PrQUIRW MRSTOW PENCEMAT*N CAAM SO $04" 0? ..I �J I EDGE I i I , , I I � I 1 I : I I STREET, FOR NAND LOADS WAS WE LMO !I& 14M ANALYSIS� f EDGE _� 0-1110 OALVI AP _�Gr . I "� I I i I f i � - I I I . , I � I II- ,� I 1 i ACCOROMCI MIN ILMS, 201a, C-3) MiNWOM IFOU DISTARCF OF LAG SCRE-VS, INTO WOOD SHALL HE AS INDICATED IN THIS DRAWING _6VAN. A 48Z AIL A ,> , i I T I ::,. ,,;, - I J KOO 1 1 1 t 1 , I I I I C" � , , _ � _ ----- \ __ �.��, - _ � I .L_ _ Il I / - I I i t , � f . I ! , CD 'STOW PANWS ABILUVACY FOR IVPAC L � -_ - - - -_ ­_ -_ - - � ----------- ,_­_,_i L . . t_ - - - �`, , - , ­ ­­11- -.1 --- � � �� ­1 i � 1 I i 1 7 AND WIND RESWANCE HAS SUN VERTFIEr 04 ACCORTIANCE W)TA SECTION 1616 OF � - I I I I I SO N_ .= _"3�, I'. I � I ' & 7ESTIP INC, NVFOFRS GO-OSIL 06-5,70 4 %6--,30 AND V�4) MILMAILIM PONEDRATION OF MOD RUSHB- SHALL BE Ve 0- 0-20 SCRE , I _ ,., I I - i L - A _ , I THE ABOVE MENTIONED CODE AS PER HURRICANE D�XXREEFPNQ WE USED WALL HE � $/2' LONO MINIMUM, I I ... r FENESTRATION !ESTWC LAO INC,, REPORTS 12032 �k J2126 � AS PROTOCOLS TAS-201, TAS-20� AND TAS-203, SHOLILD MCCO QZT, AND I' MINIMUM FOR W915 *TD1 40 IGUOCTI. �­ ­ - I—, __ ­_4�2W__-, 1_1_... ­ ­ � �� - - - - - . � , t _L, -,--" _ - 11 - _L ______.L I � =_ - C= 4 11- - - - � 9 >_ ,; ­ __ ­­­ T_ ---.,, 1-1-1-TI-1 ­1 -- - ­ � I 11 r- C= I—— ­1 I— t � . I ____ - 1--­ ---T, .4 = M I I I - ! i CN ­ZHS7'­ ­ 11 I'll ­1 t- I � -= CM :e< 2 AAL A&UMIWM MITPLIST0.5 TO BE EC63i-TO AUCY AND TEMP � 1UNIM OMENINTS NOTED). SEE ONEr 2, -, i __ ,c� __[ --- !- '_1_1111 .- r,, ,�A r w I I I I I� , � TAS 703 STANDARDS. - I , i � - cm C..� ED WALL, ANCHORS SMALL BE LONG FNOUGH to r K1040 1, I I I I I 5 � I . I __1 ­ - 1 1 1 1, ..; = LA_ = ­ -, _-, -,- AS WELL AS AMERICAN TEST LAS Or SOON FLORIDA R"T ,iNCHIGI-Ee, AS PER TAS 201, T,NS­ 207 AND CS) IN CASE THO PW_W1 S' DPIE, OR PREGASt =_"aSJTkr 0 OR WOOD= BEL FOUND ON THE EXIVRINFL T 2101111-ra" 0 9 , - +_-�_ I I � I j � I MAIW Am 0 RUDE I ! --I-- _4 ANCOGRACk WALL 1% AS MENTMED 114 GAL ") A CA) !" I I I I ­ -__ � I i i i - � 361 I " -1 � t � ! 0 - 5 A44 ALuMIN11M SHEET METAL USED AT CLOSURES S1WLL HAVE �1105-1414 NAG)L _,," 1�4. A _114� I I - ,-- I '­ I , L . I � � i , .U) Cc = - 2ATIr- __ , , I I . I - (0) ANCHORS SR4Lj IV INSTALLED LOIJURK0 ALL OF HM RECOMMENDATIONS AND SPOCIFICARON$ Or THE ANCHOWS MMUIPACIIIAM, 1�_ -, 4 A - Aar I i , , I � � � 1 1 I V 'A -= C- = I 1 � � A I I I , I IF* f 1 1 1 -- , - - I - ?? , o--fow_ - - ; - U) ,,,,�,, '1� -- , � -,' 1`---­-- '- --� I - ALL VEEL -W RRAOF IWO V*MW. - ,,, � ,E I , 25 . " %*�A­20, 1/4'0­41%, ,12�: i 1 1 � I I r--'_,I I I I � SHIFET METAL PANELS SHALL NOWE $71COCTURAL O"M STEEL, ASTM A , 4 60 �� ph�4!P_ , lw� ',,:�, , ,7 11 � I I I BOLTED PANELS W IA GALVAN17ITO STEEL CrSiONATION W/fY. FNES ,* j*nu ROLLED), 8, PANELS MAY ALSO RE WSFAUZM VCIRLNTffLW,Y POtlOWINO INSTALLATION OET4L$ WOO ON SEC -,ION T r,i0OLcF; TO (SHEETS A - i .I5eG IJNBOIITW .2 = co RAICUIR4 6) "CEPT INIAL HEADCAS 0 a 0 WLL 140t RE U5EV W/ wwo Evar -- _1� 1�rl l-, ; I ,!W ,2�w -I .i , 3EN%ES 304 SERIES, �? __ PANELS 1 � J, , ,; � I � .< � ., , t , I ­$S S, I , � i , §,S, ", BOLT W/ ItIr . 3/32' C �I a, C-4 � _-, - , i I L-i _--I, I I __ 1� , , i I k-;--i I Ql� " I ­-1-6-05- , , I , I `_�%S - �'J i I 11 - k, 0 4 GIO RIVEFO S,& SAXT RIVETED, - - i ... I � , - I I I 11 - " (SEE SECTWALS A'% I I . L � t:e i 4 1 Im I - . � , 10 41111V 0 'to ANICUE a , i I � I I � � 1 WINGNITTs 0 EA, aVERLJW I - � - W I � I f I I I iAPPuCW1) 1 � I I I � I I ($a $�CHO AS APPLICARM) "' - I , ` TO Ile 0, * � I -1 - SIUM AS PER R I VALE HE W RESPONSIBILITY OF ' RIL t"NCIOR TV FOPLIT `MF SOUNDNESS OF IME StructUDIE WHERE WWIET IS TO, K _00 - , - = = W 5, ALL SCREWS TO BE STAINLESS StL 10A OR 316 INS SERIES DR CORROSION RESSITAINT ODAIEP CARSON 5 - -1 � ` 11 . � ,_��;� I I 12 lie &C, I I � -L� 1-1 'I- __ I 7, � , ON 50048 W/ 50 k2i YFELO STRDIGTH ANO K AW TENSILE STRENCIM 49 S,Wt� COMPLY W/ FLORIDA WILONO CODE ATTACHED TO #4%M PROPER ANCHORASE_ 'HIS WJTPEX SHALL, CNL�, BE AtTAOI�_b 10 CONCREVEL BEOC* OR WOW VTORE AGOG" -1400 ! ' � I I $ I I 1 1 ! 1 1 � CV r= - = Stri" 2-1 i.3.3.4 1'� "I'll, I 'or - I 11% � � I � --I i , , i . - 't�N __ 31�75' 0, i __ . I.EOV - I __,,____ - 4 -1.- ___-L - �LJJ . _� HIPLITINUS, �/ . -- , " I,- Cor -PIa* � �Ow ---I I. L-,-!-- _ . ­1 _ -_ ______ - ­ - __ " ,--- I - 1 4 � . I - 11-1.11 ­-, ­­­111- I—, ­,4!l- ­­11 __­.___ ! d CD 'I rA-:,,<,�_�,- - , - - - I -_ I IF 2,1� 1 A J___ I � 8 :!:-: = A, BOLTS TO RE ASTM �-�07 4ALWARMt STEEL, OR AAEJ aG4 WKS SIMMESS STEEL- WI �16 Iai WNWOM YT%1T A � __ I f I I � -BOB" SG9* , - , I ___1 T___ - -1 ___ -- - , - - T I __­ ' T I --------- T_ � - .,4r � ,I, , � I Or ,J SIRENCIM, 10� EACH RMIJILAR SUNIM PANEL W914 LENGTH% CTIM W-4 THROUGH 12'­+*� AS PER =WNS 5, U, 33 & TO AND ALTERWATNES 60, I I � 2"26� -011� I I � � , I& I i DEWL I � I , I I - , . �,, ��� � A �� 37511 � � 1, - I I I ! I ! I I � f �t CC; I � i 42r I . � 1 i I 1 I I i - Tr�ww ,­, SECURE PANELS ",D1 AWAIXALE RDWOCETNENT ELAN" M-NIM or fluRRICAHr WTINNIK INAMA�l - _` : .9.01 375 7 L� '- =� I I I i i I � . I ANORM TO WALL SHALL BE AS FQLLOWR� f, " " HE I � 1,.IA� __ I T 1�y SIN IN I OR ON SHECTS t� 6 �& 12 RESPECMW, SHAU HNAE A L-ErSLE AND, AWLY VISIBLE MWOI.' 0ISFAUCTRIO OANER OR // � - � �1_ .... I ; Bl: " ZZ - : W 1, �7-t ,,, - - T., � , 1 , � I I I I I I I I I T � cc cu 43 .= I ; ___5 I ; 1 1 1 j i � = . , 1-1 - . 1_11-1. ___ _1111_1_11_� I 1 1 �� - , � � � 1 1 i i I S. U oj (A) It IRE INSTALLATION CONMICTOR 5 TO SE-AWCAU ALL SHUTTER COMPONENT EDGES AHIPCH REMAIN IN WNTINVOL,S W,1PACI` MrI, L_ � � In" P - M_ �_t", -T,w-' I i I I - :� - � I II, � I i I I . i I I I I I ! ?_�� MAN UPACTURED af I TIN WILDEX Inc (Mi", r-310 P'. i) I MC BUILDING To FIVENT *M/" INTFILOON ­­ � EW 1. 't 0) sw I I I /11��� l i � I I ! I � ! j I I - 1/4' - . 718' C*V-W ANCHORS, AS MANUFAMWED BY DEWALF INC (WIN. I'­�TOQU 0.*J,) / L_­_2,OW20L -21000*11 --- � "I i t � i i I � I t i I i;: = - Lo �:, , ' SGUO IZ -STORM PANEL IMELAUATTDN SHALL CONVEY " SPECS INGO ROUNDED CORNER ENDS OF PANEL's 1),M_@,,@4)H­_�9_ - _ �� _J_ - J___ W ". 4- _!,_,___4 - - li�� � ­ I, -1 � � - le. It V. -SET ANC�40RS. AS 015MW-10 BY ALL POINT SCREW, BOLT & SPECIALTY CC, " AWP IN INS OPAWR45 PLUS ANY BUILDING AND ZONING REOULATICIRS ne"A. --- , , � t 1 'I* - , *1 , 1*1 hp I- � 144 A � w -a - (M. 1*,-,Vw p'Pij PBOVIDED UY ME JURSKMON *W-qC REMAIN IS APR, TED FO, END UP W/ HEMMED EDGE, .L I � , _,_­_____A__,__I - 144-10 PAREIMAVE FaMLE M & PANFIAMIt PLUS ANCHORS (N,T.S) 4) :h!_ffA= (� *ULKLAW (�)' ANGLE �R ANIM MaTH =11 @ ANIRL-M (�)4)'(1)-o' & � , , MAX I = E �MN. V-3450 J­j) r , AS MANUFACTURED BY R-13I OGNEITPACTIRK IPROMM " (a) THIS PPOOJC3 EVALUATION DOCUMENT (P1,M) PREPARED BY IMS ENVANEER TO OWERiC AND DOES NOT INIOVIOE INFORMATION =%Ra_S= _31 LW _t 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, _ �,, � _4 CD - t/4'0 Cf TAP-41OP ANCHORS AS MANUFACILWO L1Y Ift-FAST' COWGRAWN LFF-WCO P,�,) POP A WE SNCCW PROJECL I,.� WHERE WE SITE CONDITIONS DCtWF MOM THE P,E�D, I- ' "" - ---'I VARO � I MNL MIN . - tj (W COMMACTOR TO BE RVIPONSRILE FOR THE SUtClION. PURCHASE AND INSIALLAGON INC,LONG L(rf SAFEW Of MIS PRODUCT j I SEE GET, � IW/101 2w/1% 3W/10, 4W/10, � 6/5 - At) MINIMUM EMBEDMENT OF TAFC04 ANCHORS INTO P"M CONCRETE SHALL BE 1 S/4' e PON FAINELVAIE FV_UkE u4sm ON THIS PTTTL PROX"D HVSHE OQE5 NOT DEMA7, FROM THE VallorTaks DETAILED W THr. DOCUMENT, g __ T _j_� 1�14 & 2,11A ,374' : SW/110, 6W/11 * 7W/11 �_ � 5 __ W,A,t, -we �3741 � --%,Iscr�-- � 12 � i - ,-j - I �Iftt=;,�- � ANCHORS. FOR OONCRM SEE SCHEDULE ON SHEETS 6 & a Q AM PANWMALTE PLUS AND 1 114" FOR V TAP -GRIP AHCWGXS� rONSIR __ 11 - DIRE 11. 7­� . � WITCH St,rm AT S47 R; THE CONTRACrOa's RL�PONSIIATjm " ir.=. � � J Z-4 , -to' "" I ____ -_ - - _ - - __ --- FOR WOOD SEE SECTIONS ON SHEETS to IS I I '-- ­­ ­ - -­ ­- ­ � � _1 -Al'-.11. I I � - .-,-! TeOL_:4�� i PAU 1 ; ! If ! __-_. -31. t- I f - ___ " _ F._,,___ ____ I __J_ � Ili !_25',,__,,/"t�= - -- ___ - - - . I : � I ­11-i - � I . I 11 - � , * - " I ___J ry, - = -,:i, 1--i I OG I/ STUCCO SRALL EFF P-PUTTTEP, ljd� 0-29 SCREWS USED WALL BE 1 1/2' LONG MINANUM 'SHOULD MINTCO EXIST, � � . - ,as, - - � T 5, � X�) CMIN-IN a S0uD_$G:1, ANCHORS S W EMOCOOPO 7/8' POP I -ME POURED CONCRETE NO EMDEAMEJO IWO II0 TH6`, PRODUCT EVALUATION LMIANENT WILL WE CONSOCREO fNVAUQ IF MODIFIED, I I � - , " , L4071 i IS7V :F­-.17. �- 3 - - " � a:-,- __­Ii � I" 140 I' MINIMUM MR WALLS WTH 140 STUCCO, 4*1 MAI' Str HEADED $CREWS OR ALL THREADED SCREWS W/6 PERU, 4&1 SM WECWTIC WWWS SHALL, BE PP17PAREF BY A fLOANTA RECISTERED EANKNEOR OR ARCHITECT FMILH INU, NECOME TOE I � I � , 147I , - 1,6i - �,­ " -1 BUT WITH Wlft�, ,,tUrS ENGINEER Or RECORD (tALR= THE PROJECT AND WHO IMM. BE WESPONS4011 FOR FIFIF i i___ D '390' � I ,,;� . 4'. 1 1062- I _5GO FIN PROPER USE OF THE PEIG. NCER Or RECORD, AMIG AS 4 DELEGATED ENCINGER TO THE i 11 -NN'. VZLE FOR � - 10, z N . 1,6v � A. 3i N CASE *MA-1 PRECAST STORE. PRECAST CONCRETE PANELS� PAVER-, STUCOO OR 'M.,W BOARDS BE, TDUNO ON TW P.ES) ENGWEER, WALL'SIUSPAIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REFYIEW � �, LOMMON A; i, i � 'Im. _ � � it_ � __ - � __ - �, _==1'J i - It t1_ LIS I& Ck ELEYATIQN STINQ WALL OR FLOOR. ANCHORS SHALL, BE LONO ENOUGH TO REA04 THE MAIN '5TRNK CTURE BEHIND S14CH � VIRR, PANEL 4YMAP Riiz Je, " t=%A 1 � �w N-T.S. EXIS ; f � W. W* � . PANELS ANE40RAGE SHALL BE AS MENTIONED 10 A 1,1 AND IN &2). rpf� PRO - "'T __ 2T1OG`--- - __"J (q) THIS PEI), SHALL GENR T14E DATE AND GROWL REAL " SpINATIM Of , F_S=kk I _1&r9M_W&.L_)$W_Q7V ENGINEEP OF ABOUND THAT PREPARED IT, 7.0 1 Dal -_ (a) EXIS-10114 =GMT (�) KEX 11M. WASHER - :/ '� SKITTER MANUFACTURERS LASEX SHALL W LOCATED M A READILY IASRIQ LOCATION AT STORM � 1/4* MOF ZQ` 1 4* 6 TAPOON ANCHORS AS MANLIF'ASCIURED W I T, * SOLDIEX, INC, RANc 5HU'rTER IN AGGAROANCE WITH SMIRIN 110.9�4 OF FLORIDA OVILONG COX ONE LAAM ! -. i­09: /_______1. (�) M-IMU-MM ig 341CIC-TRM (t BM-MM 2.67, _ /4' IL I, 7/9' Mg -AN ANCHDRS� (MIN. r-1500 p­) � -� ­OER _� A. MANIFACTILTRED VAr DV*ALT INC WALL 15E PLACED FCA EVERY OPENING. TA9F,ILLNG TO COMPLY WOM SECTION t?09�9,2 OF 7me � "I" -1 91111ilm "', CXSR`e�fl �Av VAL"M � , i/00 It 3/4' SOUQ-$.T ANCHORS MPUSTITIED, ale kt pow SCREW. BOLT A, SP-CiAl-Ty CO3 FLORIOA WILDING COM, � .M."W'. I � " _4�-­,!_ � '4�k,%;.1.%*,Nr";412%, It � (Wk� C�iaw P,.L) - -­­ � LISM YO I I I , -------I - � /N 94; 1 � i I - - 04-10 PANELMATE-FEMNS IV AND PAKLMATr PLUS WWCRS, AS MANUFAMRIOD By ELCO CONStRUC-PON TH$_ ORWM0 SmATT. ONLY BE I ___M. IS' W40, I I , ,,� ,_� .... I ii - --- I __ I-- I- - --I-"-------- 11 I _____ - - ,e.,'!� 11,� ..... I I ._ � 1*� "'OkONIIIHNNO I DOTAN PIERMITS t'! �STATE Or P�,MDA I T � � �,, 7� . �, PROOWNS (INN rc-2071 R,J) Z t. ImN -�.,*,$ENS& 1..r� � - -11 I � - , , . N I J , � . . "47 � /4- 4 ;F TAP-V`JP ANCOM, AS #ANUFACTURED ffV TRQ-FA5T OORPOMPON 0"', '� -114 *1 � " ­­1 � , , `0 SA'a � / I) mz . It. A ' - I I t��_ - ___J ; ; I , - -:'\ , - EN ", I � E­�, � f Apl� B 13 01"IMU EMSEPWoIrl � TAKON ANCHORS� ELM PANOLM&TES AMID CF TAP -GRIP ANIMPOR. INTO 11RE GO,& _�'�;' " �^, I. � i __1 , L " 11 No I I ,,,fr�r�,V�A * . , 7. % T �. r,,`- - _', ,/-IV, FLORIDA EWILDING CODE (High Vstoctty H Q,NX zoo*) I I I , - � M I I � 375 - I -. 4S �* - I , 1. � -N 1 FLORIDA ROILDING CODE (Hilah VeNTalty Hurricona Zone) L / ,--, , lqp" - * " -.. . WILDING CODE (044 Yektalty Hurricane Z. r � . _11IF­�­ - .M0 .AT= MU i 4 1 r- * 4?� _", J1 :* .1, "" ' �' FLORIDA _.) ,,WN 11W SHALL BE I 1/4 f� _. _1 , . I . -, I I I I � � 1 20 ISAQ,E "ILYANIZED STEEL S70RM PANEL i I � I twt of ; C 11 1:7 11 11 � ­­ - _____ - rp, ' -4 V=W Tan", M, STEEL Ap� �' ' -7. � � � NICKEL *. - "M GWM W, f -, 023 CA" IN & SWIT-SET ANCAM SHA�t ME EMBEDDED 7/8' WD TOE CONCRETE SLOW V075, NO OM ' NO. 4 167 _2= -I,,-- I , , 4- I ­ -_ -M,"Z. ". s [ No 441 ` _� -- - I�W_ --- - . I I,,",. V 20 WE CALVANITED STORM PANEL I S i ... - -11, Or1_;,__ L 11 So W04 NUT "I 20 BADE "ILMANIZED MEL STORM PANEL - BY r _ _ � INTO I � .�� o'k O --",, - �_ S I WOO SHALL BE PERAOTICTL i/4* *-20 WREWS USED WALL BE 1 t/2- LONG Mmom J)'PTuA I W 1, ITC* I , I = - Oft � * � , 'AND I' MINIMUM FOR WALLS WIT,i NO STVICO� ...... 07/ZVSM TION A-M. * � 1__:��-_*z _r��,­_�i EXTST.S' PROTEC11ON PRODUCTS, LI.C. ""'"" : , I My HM UP 4TE U . Om - STA OF � ­1­1- 0414 , J k;r­7 __ GLOBAL PROTECTION PRODUCTS. LLC, "" �J*-. t " - � - . %- 1, / "IFt"' " 0 ­1 ___ PAT-., � N * � ��� C `4,;;O S. 11 SIAM &01 ".1 ALY-AM GLOBAL 0OUCTS, LLC. , IT'S. 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W-T ,F_77�RN e�,F_ - - - - T I'll VONOLDHIC "NON Wt` AWiPW " _nS, -'S+!� FXX� (94AMIT-STIR - . __­ _!2� __1'1W_._ �,)A_,-;�'­Z_> _� - " ­­ IV We / I �11_ PROTECTION PR AUAMWLAftZ 71A-0.3/1T WASHER I"Oss It f - - CA-MV19 I liol www Toftlthl A,A­ Imm 000NO kftl S It I ----.-r--------r---T---.-T---------r __ -!!n �111 .:. � "A"" * _�� 7- PC WAP"AITIROWE UIRAKII: '401- I el-axtra I � I - I 21� ��l I - � !:�!,� 1 01-41, STIFF, OR W-0, PLMe, $1MI. - ­ M =.�4-&- , --- - . ;W - =;, OH - MW I or IN , - � . � _3MUihL__ zm J 1: =� I I I 11 - INSIA"TION DETAILS FOR 999UW PANELS(_V_"' DO MMUM IN MW MCM �� TION DETAILS EOR REGULAR PANELS(l) & CIA I I I INSTALLAILQN PANELSJ1) & INTO EXISTING POUREQ CONCRETE 9 GOCREIE RL 11( STRUCTIM am QR wn -UTAILS FOR RE9W.A.R - ---_-- ­_ __U ,�,,� -*­ .V." YAUQ EW ff&A& LIFE WM AND E-Z R" StOiN E&&JOM STRUCTUREa INTO EXISTING POURED CONCRETE-QR RETE BL6& STRUCTUM . .. 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AN 44) I, - � : 114053S a nikotoat,4) 'L .. - CNX-0, QMR ­­­ __4 ­.- 1�� - L *NA I'V .?r %b - � ,� . � i k . , L A _- � M Salle N,IaTS a nmw 0) 11 I , , '­lO/4 Zr- M_m.--,W-=4 "', ,� �� - , -- 6��:- � � I L � i ;";� , , t r 1/4, wx CAP 0 " �I* `�' J I 4 1: ' 6,�,_,,�, __ � � I I- !;Ett; tift;; 9) � e __ -1- PtOF ID ___ - � � � � , � Lt-::49 I ; �_ � , 4 � ,_ � I 2471 I - ­­G I � M" � I S�Sl SMT y -'--Lf OR CHEREAP .1 W,W WjEr) L WAU U99011NO � - - I U, : _r � 5- t 1W - ­­ ; I �� - ,,�, 0 1/1�'. _*N. -AND, =&Z ­-] - I" " `, I ; F � r� . . _�,_____ _���____!�_*,:_ �77��,�­== -S �__7_�� 1 � I I � I g&SOM ON ,� RP, , �,,�,11 � mi 1:1 1115:112 � _�� T-Lil L'. I �/' PLUS 0 Cf ����, , - - ; 1 r-,=- Mg. IFE -c-i "' ) _�, I � '1�1 1_41/4. ! 7':L CONCRETE AX1_1% D� ___ - "T I 11 t I - � �"`, rl-20, " ; 4 a , - "'=. L'- - � j�g ruaX, xx 11 , , ON ?,W � A, VIF " I # 1OP(i)- �, t, CGNCRM AROJeft � J T1,11 .,. I Ily Ef" � "C"XIS6 09 I , � � ; ,," __,LJ-_­-__­J I,� , x , IM a - TIED S%am, ,�,_ - 09IIIING MOUNTING WALL KQUNTI Q11,11.) , III INC " _ Al TERNATE w � 6 ffl IAOI� I - - , T I. _P__%;,ZW9r�T_, , W!�t,� 99CALE A/8-1' SCALE SF6_,* iftff SCALE 3 I' I � .� __J'11 .0 � I � i I 3 r"A - - I . 0 SCAS a/8-11 I OKW4 ) I I � : SHW 9) 1/4, .t T a) - IL I - t= =,. ;; I (SM ON 4 - - --.-- ______ __ � I' , W "� W to ...14 s -, � I _ - -I;,- -NO I _q 0 ,L [ ; --gWAIRM AWRM SrAOSUAIT ,� = $004AE ON f . F-M - IEW DISTANCE ! ; (W sOHI as � SliOl 10) : F- - - - '­_­ ­1 P * NEW I' 'ROE - VANES - 1'��'­ ­0-6 L t-l".) - U) I ­_= OF EXISTING , e I T EA - !� , PEAPANG, � I � � 'is�� -_ E �OIST - I ' 1"a-EI&W � =WH_&AAUP.) � IN I ["(D I, (� �r THICK ALUM, TUBE OR I' I (SEE SCHEDULE ON I L I I : ---- Or ULM, CA __��­ VOTIDTHo STMC / PIT, WOW PLATE SPAM , "I I I SHEETS 8 & 9) 1 ; StALE 3/ie-l* I � IS 06NORCTE: OR REDWea SCALZ S/V-1, I -Ag-LM i IE - , / -_ 6 ,� OR AVE BLACK CIO -47 � 4 FSH E�M� a mas "I " �� 1INTOO BAND 'k, j � . " oi� I RWI,M L. - I , , �' * NEW I' WIDE . VARIES . t/8' I I REGARD) I" I - _X%� "I 11 I' � I--- - i I r1wir I �ft__ AUAL TUBE OR I' . VARIF-A I h1s, 11. i,.­�,�^ .. t t.AHNL#"­ , ! '75" . I MOV"NOS CAN BE � I - " PJ WOW PLATE SPAM I � I " Do 11 L I P 4 BEHIND TRACK -11 � I COMBINED IN ANY W&Y TO SUf-. ANY "I i ! =& i� =UOUW=NGSCM of 6 -�, �, X "I" LA&AW I � � I iNSTAUATIOrL I I SCALE 3/)�I' 1 i - "; J : TOP & 130TTOM ­1 I- va V. W,.-, ! . � � , I � I 1 , , u%0HHI4NNJ % COMBINED IN ANY WAYTO SUIT ANY I feE M= --, I, . IN WAT141 UJ I L,gt-,'�� A� 7-/i IN, NSTALLAMON, I -- --I-- Sterts a THROUGH 6) I'll .VAQ0 IB­,­ - I I 01 ; I t tj k, I � - rAll-i - I I , itN I =) ....... __ �/A L, ---- �p ,�� - --,,<, I ,�� �� 'Ll� " " � � i 6 �� ., �_�!f�A / ,:,� �,,� S, 2 � � I � I I I f i I I '. 1��, 1_7_1� I ,_ t� , 'T, EVRINO Flat A) I I , -,,Pl I �,,, - I � I " 0� I-` N,�, NV - -10,� , DfAi,�_*%�%_- ____ - - FLOWDA. BUILDING CODE (High V4100"y #4 cant Zone) - M�l FLORIDA BUILM140 CID 00 4 eqn* 0 - I . I -1111, 11 , ' __ __�� -----.- ��,` : ___ 10 � i ?*; � 12' MI.. , '. < 1� _17­11__�111� Z FLORIDA BUILDINO CODE �Olqh veipoity 14 - " - LT ­ . �t��� FE - _ �/,., ,'; I - ne Zone) I CONCRETE 0 1 i = I= 411 e A % 1 REWRED. !_ =20 IXTRIC, wc� 20 GAGE GALVAtIZED STEEL STORM PA F.P. __IXA" _­ CONCRETE JET, K �� MAL We "W" - . I IWAW TV= W_ rp, J i aDNP TuNw. or- � �L 11� NEL ' I It IT 20 GAGE OALVANIZED STEEL STORM PANEL Z No, 44167 20 GAGE GALVAN= STEEL STORM PANEL I - =�OVNEO7 ­ ,I ,----E,D--, -­­ I .Mrl 3 M-1 REWIRED, TM, - N I— Z VANN W"I I - . . - ~ IN, I OWN V`ft I __ ­ .- Z - - " .. -1 ATE : * I I I- - =X s- *, * eT E.D. - EM DISTANCE !*. * ­_ - � ­­ L j"��_' 0T/M/=G a / I - - �� I , 5 - _-5,:�­­:�1 LOBAL PROTI:CTION PMUCTSF U0 '14,ox (StE SCHEDULE ON C#MNOS CAN BE Z �, - > 23 ". -_ 1. \ GLOBAL PWIECTION PRODUCTSA tLC. `Rpru'm"" AM 11�0-w - E 1*t __ / I TOP It BOTTOM M I --"-' JIT 0,NT. GLOBAL PWMCtft PRODUCTS. LLC� . I it - --. If of, ______ JIL - - b IN AW WAY 70 SUIT ANY -!��J% ATE - CEILING ANR - I I 11 , � '_ _Ai � TAW Dom FL Uml I S, CAI�1` . TIUJT Ytllft" & rNals""ING GQWRARF WE. `IL, = 4 11P. 0*, _. 74 P _�v . A .. W'P,N, � LWJW -176 NVA "IMON, -�,. W� - ­ "I SECTION 2 - , - a. �=011�11 wl"' PAOW. W,UW-7.%b� U0,IHM"-#M 20-176 `� -��r '_1114�`W­Ow .1 W-16%, TAX, -4M 20 - � OM �_ 17r= _110 I" 0 1 E C A,!� -, A,P_,`�L .1F ftw"ft icot,,, / 11LIECOiNT It, - 21MIL ARWLK� -� r, " \G 46W &* SI STRUT SHEET 0) CW51NL \ Z A" SA, 5 STROa RM, P,,40011014 COMPANY 4al"WillOm ? � RIO, , tii,7�41�_ - 00OW 05H)SINT-73M FAX C*4)Q4-W7 20-176 < SCALE VB- I � -1 #011, A4NATUREFOATE "I -�=710 -.1 - 1-1-1 - I - VNIRM; .: ­11,,�,,',L ` ,I,A,P,xaPE.4N-R We - r.---, Aiii, W-AIM %. 1 _%7 --====-4 _J I __ � , LI$A L. T ,90,# I NA 01-0=10 kiNk. --Wiq I, I -1 . . �1,4%w *iZIt;M LI.I.Pif- Bar; `""*`A- =L__L --- 2&ME- I o - - I WALTER I- I �A&7' I I - . r1m - OF a ________J ��������������������������������� 1!!]���4�, _ LLMJ!�l =_ L _W1 I J Run I P - ­11-.. � - 4 -1o. - A- -- _­�_ Z � a - I I I I I I SHEET NO. SH 1.0 - -IF __1 -F,--- --- - -_ ____ -_ - - - - - - -_ I I I I � I � I I i WALL AND E )R MOUNTING INSTALLATIQN EQR iweo= LIM" SPUT PANELS x b� KVxIAa) lop L h i J TI "In MOE IN C:7� I�,P/ H,,1P Rux* "Gum, 1/2' A "Lumaloot ­LnNU Imews O-Am M. "n, DETAIL I ---=I 'AW-11, IWTIML -40V waute, It RIVAL L I_ -1 ""u-m nat .am IAG,,0q IT FRuD r.c COCRiTE m Y it; na -Ij A/2 I I I [-TT F�_.7,W OF 0 ..J� - .0 A/2 IIT� AucY) ..... T`)P 4 IRATot') WAL" SM (m MUM SPLIT 11M, SCALE CAM mtf4l' ftut, a DEIA" Of 3L UULLION SCHICIntlLr r V­ MULUON SPAN (Ft.) REQUIRED I&'. TUBE MULLION It '0014INCIft 2' � 3'. 1/8' > At'-fl, TO 2'. 4' Mm MC, A RADII; o' , o o, 2- 4' 1 1/4' No. 44167 s FLORIDA BUILDING CODE NOTE' MULLION CAN ALSO BE IIA�W 0 PANELS ON TOP OR 80170W SO THAT IT T !/AT STMOPWOR BOTTOM OF OPENING. (ONE PANEL OPENING W/ TUBE Top 4e BOTTOM) INSTALLADQN DETAILS FOR REGULAR PANELS(18 & -1 INLO EXISTING WOOD SIRUCIURES qay.. W­ r Av 71 A Me' 7�wpw _T it _j4_ 1 4. -4, INSULATION WALL MOUNT - ALTERNATIVE 3w SaQr_. Ile - I- _N BUILD -OUT MOUNTI JIMALLATION - ALUMWIYLAW SMALL. 1/4. - I- CriLtma. FLOOR MOUNTItj WALL 11; FLOOR MOUNTING WALL tAQUNTI INVAUMN - ALTEMATIVE INSTALLA71ONS - ALTERNATIVE SW (SECTION AT TOP IS WITTED TO +65.5-67.0 MO. SCALE, 1/4' 1* INSTALLATION - WONKTIVIE AS.D� OESfGN PRESSURE RATING) SCA14- 1/4' - I* SCALE-' 1/4' - I' yr.v� (A, T FLOOR NOUkITING AIION - SECTION MW SOM.E. I I. INSTALLATIONS ARE ONLY VALID FOR 13UILDINGS WrFH A.S.D. DESIGN LOADS UP TO +553, -72.0 p.s.f, AND PANEL'S LENGTH UP TO FLORIDA BUILDING CODE (High Velocity NU logna Zo 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2� W/ SPECJRC DENSITY OF 0 55 OF? EOUAL No. 4167 z 20 GAGE GALVANIZED STEEL STORM PANEL .­N -- - - ------- F GWBAL PROTEMN PRODUCTS, I=. DUE T, =c _0� TE TOP & BOTTOM MOUNTINGS CAN BE TO .. lug Ym-m OMMMO COMPANY DAM FL =4 20-176 PHOAL- M7 COMBINED IN ANY WAY SUIT ANY INSTALLATION- ..... TAX R, A. IP UKeo, a IT NQ (Za.f.) AND CORRIESPONDINQ MAXIMUM EL HIM I! SGHE12ULE ONLY - FAWI.S3 &Q RWAUATIONS AS PER SECTIONIS I FMRU 10, ON SHEETS 4. 5 4. 5) om MA &=I OF THEM 456A -724 ?'-S- OR LESS 2 I/4� I THRU 5 A TO &-11" M­ 2 3t." _7 I TT! it of R. SOLTED W/ tl*�A_21PT* ss. us� "OW AT WMAP k 4*1014m OF MEL .5.D. DESIGN pR 5 A "I'D CORRESPON SPACING SCHEDULE FOR BMW 3T90 PANELS (D & Q INUALIAII CHOR INN A ZIMIM 0=15 STRUCTUREa cmw ONLY FOR PMELSO& 0 OWAUAT015 AS PER SECTIONS I THRU 7. ON SHEPS 4 & 5) MAXWW k$L VACNIA, ANCHM WACM FOR ED. - 3 T/r DESIGN CF TA.-Wp CALK-M PA.M.CE rr"" 0 To I I MAXIMUM, PMU X=04L PRESSURE TO To FLITINO 10. IT TO COMORM CONCRETE TO CONCRETE DOWCAM To Ocmm CoNmm To .1 CON-CRm mixi"I BLOCK a= If SLOCK i LENGTH 00 OF YH. i AIA W/A N/A w N/A Ir, Lt. W, I (tot.) "/A N/A a' 4 a. r N/A N/A N/A 6. NIA N/A LT. N/A 2 (MR) WA ./A N/A a, A/A N/A 2 (BOTTOM) WA N/- N/A S' W,�A "/A N/A r-!�- OR LESS OR LESS Ir 67 N1. NIA 0, r V If. 1. i�_ _0A _IVA N/A 6* NIA N/A I'/. VA It. I (BOTTOM) I L SEE qq= %a It FOR ANCOM TTPE a SPACM MR IMMAL"A" INTO W" FRAME BALDING. WRMtW MOM SPACIMMIG " MIiUM Wa DIVANCE ART 00104110 ON INS SCHEDULE. MR Co. U55 THM 'MOM ON 'GIMU mm ANONOR VACIA; vy "TPLYINO $wm SHOWN ON SCHWJIE In THE FM� FACTORS MR 110 OPIGIATION TO BE POMILL RM= SPICING 06TAINED U-SHO FACTOR S� mm, BE wift THAN ARNOW SPACING mm"TED 1" 0" &ANI TIRE AT M0CnOR13 LEQm- I/r. "fill N63M Im - !/-.N- I/ I/v. -- k - wvIll '" TAPP5N a _4w. 3 1 3 f 3 till Is FLORIDA BUILDING CODE (High Volocity,mu care Zone) No. 4167 1 W.Itm, W. 20 GAGE GALVANIZED STEEL STORM PANEL6 ORNWI, ft STAE I LEE moo AL PROTECTION PRODUCTS, LLC. 11LIEC 0,00c. 4100 SW. 51 STREET MAW. FIL. n3i. AL 14�,_ - "ONE, (w, tj: 1 20-176 I . I I , 'IdIth1l; ftl� �,I_ 1:. 1, IN _11 1, 1 . 11 !1 1, 1 1 j I 1 -1 F I I I I I I I T- i I i I I I I I I , I ITT 11 LOW MUM MAKING W/ INSTAIA-ATION DEIAILS EQR ff&ULAR PANELS(I a V-% AD 6 1/4' O.C. MR PANEL LEWIFs UP TO W__a' AM 6 1^* Q.0 INTO EXISTING WOD STRUCTURES 12 1A C. WIN I THREACEDUP z 1 71 samoRs 0 FO vw*G "m Ham If x ED ont- E clip Roar, WAW RvvARcQ AILTERNATNE 1W ALTERNAM- SCALE .318 1 - SCALE 3/8-1 an SHOT a 'FoR `M. SEPARAMN To cuss, SEE SCHILD" ON SHEET A FOR Mim SMARRAT" 10 MASS, r D EQ BQj' EOL, ED ATOP 1-1, 1/. W, Vil" LOW DAM MAI" W/ 1/4�_taw sx, ms, 0 6 1/-- cc FOR FARM LDWM up to 51-11" AND a 4 Em "'.0, FM 1.1111OTHS LIP To V-11' V., WITH I 'q A' ALTERNATIVE SMI! ALTERNATIVE AW "/I & OF 0. WGGG RLATT MR All L0476S UP To W_e U­ 2.A' -LATE 0 Nowful", OF "AM SCALE 4/6-l' SCALE 3/6-1* 121RECT MQUNTI 1NW 19h RUI -2111 go NGA NTjtjQ INSTAUAMON NS NOTE t SHUTTER TRACKS NOT 54OWN FOR CLARITY 6W ALIERNATIVL SCALE 7W SCALE T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS MIH A.!LD, DE$*N LOADS . .. ......... FLORIDA BUILDING CODE Woolly UP TO �55�5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B' 2. FOR NEW WOOD MAME CONSTRUCTION, WOOD MEMBERS TO BE SOU1`HERN PINE NO, 2, w/ sncfnc DENSITY OF 0,55 OR EOUAL ? .1m ItImom INC. �Hlqh Hurricane 20 GAGt GALVANIZED STEEL STORM Zone) Peg BY TOP & BOTTOM MOUNITINGS CAN BE ST 7�U75 -0 Nc� A GLOBAL PROTECTION PRODUCTS, LLC-1 4aw S.W. 61 11TRIDET WC n- 3331� 20-176 COMBINED IN ANY WAY TO SUIT ANY 6:1. PHONE,- (4MAJOIN-754!� FAC "HRM-1110 INSTALLATION, CA-0,06,12 t iI, - --------- ------- MMUM AuS.1 DESIGN ERESSURE RATINO (na f.) AND CORE SPONDING MAXIMUM ANCHOR aPMANG SCHEDULE EQR REQUAR-MM PIANEU Cj) & Q INSTAUABQNa IN -TO EXISTING CQNCRETE & CONCRETE BLOCK SISUCIUM (VAUD ONLY FOR PMaS(Dk @INSTAUATIGNS AS PER SECTIMS I THRU 10. ON SHEETS 4. 5 & 15) LAW M MAMN AMONNIS SPACING FOR ILD� - 3 1/2- A.Sc. DESIGN TA11CON CF TAP-G. -W P. ..E ID PAND.UATE PLUS I SOLID SET TO SEE '. I & W"MUNI PAK, NESILLM RATING TO 004CAFTE '0 CONCRETE To TO CONCRETE CONCRETE TO CONCRETE TO Cl= TO To CONCRETE CONCRETE I" I TO TO CONCRETE CONCRETE ANY cowmmrom OF THEM `E"QTH 1, (fill BLOCK BUICK BLOCK BLOCK KC' 1. NIA N/A N/A 6' N/A s" N/A I N/A N/A N/A 1 (lop) A- N/A N/A 1. 6, N/A N/A I (BOTTOM) A MIA j N/A I /A /A A ITOP) 6- If N/A N/A N/A N/A 5. ./A N/A NIA N/A 2 (BOTTOM) +55.5, -72.0 6. N/Ai N/A N/A ATIA /A G. N/A NIA, NIA 3 a 4 (TOP) >7'-S" To ev-4, 09 LESS N/h _N/A 4' 6' 1. 1. 6- N/A N/A 5 (BOTTOM) N/A B. N/A V, N/A N/A N/A NIA 7 (TOP) 4- N/A N/A 5. 5- S' 1A N/A 14 & 7 (BOTTOM) N/A N/A 12 1/2^ 6 1/4- 12 1/2� 'i Ile 6 T/4' 6 1 /A" 6 1/4- N/A N/A 15 CMP/BOTTOM) +50.01 _$3.3 N/1k N/A 12 1/2- 6 114- 12 �/2- a 1/4- B i/4- 6 114:% e 1/4- 6 Ill- N/A N/A 6 (TOP/E30TTOM) ISI-3, To W-21 +584, -72,0 N/A N/A 6 1/4' N/A 6 1/4- N/A S 1/4, 6 1/4- 6 1/4- 6 1/,V N/A 1 N/A 4- 6 (TOP/Borrom) >w-r To It,-2" N/A N/A NIA N/A N/A N/A N/A N/A 6 1/4- 6 1/4' 1 6 1/4- 8, 9, 10 (TOP) +43-B. -480 47 N/A N/A N/A /A N/A N/A 6- S, 6 1/4' 1 6 1/4' a (BOTTOM) OR LESS ____rN/A 12'--' OR LESS N/A !/A 61 A, 6 1/1 IT 1/4 9 (BOTTOM) N/A N/A N/A N/A _N/A 1 N/- if 1/4- 6 1/4- 1 6 1/4' 6 1 /�4�1 To (BOTTOM) SEE SHMM 10. 11 AND It FOR ANCROM TIM 4 SPACING FOR INSIALLATICIIS INTO WOW FRANC BULWING. MINIMUM AHOKOR SPACNOIL A0 MINIMUM EDGE DISTAWC ARE INDICATED ON THIS SCHINOW1. FOR ED. 1.13S THAN INDICATED ON SCHEDULE REDUCE ANCHOR SW#4 W 1AILIWIL71MG SPACING SWft ON SOKEDULE Of THE FOLLOWING FACTORS. MR THIS ORMT" TO BE nSWIBL� ABDOCED SPACING OSTAINED USING �ACW SHALL NOT BE LESS 1iHQN MftMW SPACM VANCATED MR SAO" ANCHOR TYPE At ANCHORS LESSNO _TWOQW car rEMNLE 0 CAUf-Ri SOUD-SE7 Min ANCHOR WACW 0�) 21/2 3 3 1 31/2 1 3 In 1 1/2 J FLORIDA BUILDING CODE (Wigh Velocity Nu, cone Zona)l F A�d 7 9 111 NO - 20 GAGE GALVANIZED STEEL STORM PANEL IP F416. ST F \ GLOBAL PROTECT10N PRODUCM LLC. JILIECOINC QR* in OU 33314 20-176 Cm __TF* Lim ------ 10 T ORRimms ft INSTALLATION PETAILS EOR REgULAR PANELS A INTO EXISTING WOOD STRUCIURES Emm WOW HEW" 4 EXISTING WOOD HEAM V05104 WOW HEADER MIN sm 0 6 I/r at i CD VAR, Stu) a /r 0� WOW SEADER REOURET) Min r FOR IAI i_', FOR TO CUSS L TO Gi-MM TO kv� u­ "N"L LENGTH Max. PANEL LENGTH M­ PANEL. Uhnf (SEE Non I I NOTE 1) (SEE NOTE 1) 3/m- W.40 mv� WMAP 0 F Of I, k DENY wx No 11V1 co -0 2 "It' bic "kw 2-W WOOD ?1LAtYK PEOURIED �V WO "IN OF PLATE A. _-X-I" DIRECT W= STALL-ATION WOW WOOD e RE J! le4-0 LAG SCIONS 0 D.C. STAGGERED N1 AT MIDWICFTH OF PLATE 2*..* WOW 4EQU _VC. iAG SCRM Ir Ox, W/I 1/2, Mtw THREADED PINCTRATTON AT utmw,4 OF PLATE ALTERNAW aw DIRECT SCA,� 3/8.1. MOUI 0 INSTALLATION OIRECT WgUNT ALLATER"NLAT"WE TOMW INSTALLATION SCALE 3/8-1- SCALE 3/3-1* I� INSTALLATIONS FOR ALTERNATIVES BIN, 9W & IOW ONLY VALID FOR GUILONGS WITH XSM DESIGN LOADS UP 'TO +43,8, -48.0 p.s.f. AND %If T"I AN _L 'S or$ 1 12'-4' 2. FOR hft��O UP m7EO CONSTRUCTION- WOOD MEMBERS TO BE SOUTHMN PINE NO, 2� W/ SPECIFIC DENSOY OF 0�55 OR EDLIAL se NOTE FOR COMBINATION No. 416 OF Sm"ONS' TOT' & BOTTOM MOUNTIINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 'NSTALlATION. FLORIDA BUILDING CODE, tHigh velOcitt Nut rcone Zone 20 GAGE GALVANIZED STEEL STORM PANEL IILIECOimc. PROTECTION PRODUCTS, LLC. in TT.UT Tmm MAKINWIGIO COMPANY rAw. fl- �I. 20-176 ;PLDHE m flisf)m -1727 A. TILLIT Jl� pm FLORIDA- 1 ,01 Q) c- W -00 > 0 (1) CL CL 0 0 L_ 0)0 CU -0 n C/) CC:-) co -co 0 = -2 C 0 (3) Co 0 0 = CU U_ +_ 0 CU > Ln a) U) E " r- CU 110- CU cl) IA7, ;v Lai C2 cm op LA­ E m E a) C.) CONCR Ii ANCHORS CONCRETE ANCHORS (SEE SMMLE (SEE SCHEDULE ON-N ON SHMI WOW ON SNEET is ALTERNATE ww 14) & IW/15 4 1 8 1 AT LOCATION (8 INSTALLAJIQN -MAILS FOR OPTION I FQR UEE M91Y STQHM PANEL SYSTEM r*I/A 2/4� 2A/4, 3/4 DR 4/4 1-00, 2 N­ 11� 1 1/2'- END PA!& - POURED CONCRETE IW/15 r*_, 3 . ­­ I'_O AT NEW W. STUDS 0 EVERY W/ SLID, "250. 1 . E INTO EXISTING WOQQ 5TRUPIM oveRw To R111EV (CdkSE 1) I'd MIL Ifl [Iltff 111 11 H, ti STUDS 0 EVUrf A JACKIRED CONCRETE (12 1/ OVERLAP F F I PARW WERWIT END PANEL) 41 5,04EDua ON- ScHaRILIC oR­ ITT 7 (ENO Pmw T ­ � �' FOR ED'- -7--- C_ TO CLAW P; Ej I (NMI I H I I A To 01 1 'A 77;7-17 \-WIERIOR PANEL EL 'j, SEE R PANEL END PANEL i scifIEDWIE it 1 SCHEDULE #I 1 1/4' SEE ScgCOLU witnuix -3' � FOR M. FOR Up.. �r, ---1 PC J'-' #2 FOR #2 FOR 3- ­f (SEE ;.V.I- - 751 % . We Ts. i OCR it] ANCHOR ANCHOR 4R OR DIRECT MOUNT SPACING SPACIIJO Mas ANCHOR Vott, AUCTION I V^ > I I . MOUNTING INSTA" DULE 1) DETAIL 2 FLQOR MOUNIIINQ INSTAUATION (APE TQ A 0 ITCH SCALE. 3 IV I* $CALL- 3/W - I- SPACIWO_ SPAORC Min-- - -­ ­ -_ 1 3, Min,- F­T r QUAIL 6T' ON MAXIMUM A.S.D IGN PRESSURE BAIINO (W.f.) ANQ CORRUEMIN -1 "W ERNATIYE I ALTERNATIVE 2 ROOM commy M14) MAXIMUM A.S.Q. DESIN E RMING (2-a-f - is OR grRm MAXIMUM PANEL LENGIH NO SCHEDU A 0 cc 91. WALL CORREEPONDING MAXIMUM SPACING =HEmrL AT nq Fog IAPPI.Ir� +1/4� 2/4, 2-/4, 3/4 OR 4/4 +1. 2 IW/15 +1. & IW/15 INSIALLA1105 INTO CONC :9 BLOCK STRUCTURES Tam PH SHEET 13$- ALTERNAIT LOCATION SEE lic"VOLU ON IPTIET 14 ON LIFE SAFETY PANEL (SEE mirlow, 1. Ulm O)Nw� FOR w AREA WIND Un SAFM PANELS (�a MOM TBELOW) it LOCATION OF LIFE REGULAR PANELS W/ OR SAFETY PAWL MAA1AAI A.M TAKON CF IAP_QW mx-. Peawn FEMax 0 mwms TO V_r TO GLASS W/O REGULAR TRACKS (SE;E�TE I DMIGN a Um FARM ED L4--� - . LAST 1 TO TO TO To 1 TO t - El. 777-7 OW POWURE 10 TO TO TO !cc vrr I k BE INSTALLED AS ICONCRIER: COMBINATION LENGTH PANEL OPENING SMALL OF THEM SEE 94M 16 WHIM TYPE & SPACING FOR INFIA4AGONS INTO WOOD FRAME BMW_ A - mIkE. "'R sm &.TO PATI40 C-l'i CONCRETE ANCIORS CONCRETE (D (SEE SCHEOW ON Mum If- OPTIQN #1 EOR LJ�E S5ETY STORM L*A ED " Mj= N/A U. LVIS THAN NIOC�1= ON SICKEDULE PACING EO! cc c9m t I G, WAMAUTIC01""I N/A N/A NIA 0 MIA 6" N/A I & 2 (TOP) COAcRCTE AiK� TO BE INSTALE OR REMOVED FROM INSIDE +55�01 _7zo 1. If. J OF . 12 a' I (BOTTOM) POLL IWEDUCED SPACING OBTAINED UW FACTOR SHIALL NOT BE UM THAN MWMKUN WRONG (star smimxaz ON J- N/A S' N/A S' N/A I & 2 (TOP) .000 PLATE A) -F 61 N/A N/A N/A INCIGATED FOR EACH ANCHOR TYPE AT ANCHORS LWENIX SHEET ELEYLTIQN .55o -72,0 TO 71-61 REOUIRED V* 9' 5� 7 1/2* 9' 9, 1BOT70m) I 1 ­1 � 1/4*. NA"D FLOQR MOUbM89 3QN SCALE 3/32--1- 9 1 NOM Tft ­jl��_ I __L , 1/4 A 1/4.. - - I I L, .. WOOD PLATE If. N/A N/A N/A 1. M/A N/A N/A 1 2 WIP-ORM, T WALARED SaqC_" 3/0. SECTION 2 CU SCALE: IL/8" I* utI OR 00-P SSC -72�O 1 2 (TOP) 1 -fr TO (k,) 2,/2 "CAP SF 4L r7' -_mAN* (k) 3 1, LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LIST PANET-) W.-O ALTERNATIA 3 ALTERM111VE 09 AS AN WNERTOR PANU. (ANY PANE LOCATION IN BEWEN END AN�15), pmns� ��ALI XAK Lft ow boom paw L CWIOI Rp i �i CIO`) EW,k LIFE SAFETY OR MAY HOT BE INSMALLEO ADJACENT TO q PANEL$ ;0TH40 MWINK (W/ OR W/o REGULAR TRACKS,) SEE Mm 1 1/4 4 LONG ARA.&S 0.1tim W), MWAUM Aso. onto 0 = &S, 115� a e 04, OR S/r W. FKM MP OF ANEXCI CASE I MW 0 r it. Few 1w Or ANDJ) APPUCABLE TO I / m 2- LIFE �� M PANEL CONSISTS OF n.0396 GALVANIZED STEEL STORM PANEI� AS KMON 8-8 Ofsam 1/4-20 ALTERNADVE WQ!2Q FRAME CONDITIONS ANCHN LOCATION PER TAPWN QW-IN TIRMN r,,I k- MS PAKELAWE him" M OR MMIN&TIft LENGTH 1134Y v (it.) - CUT , SHEET 2 OF DPAMNG, SCALE PRESSURE 0 1. - --- Mou"TE: mus D 5 WALE- 3/e - r EL Ja -It OF cowam OF THEM ;,"Wo petwWrION IT, 94,17111 MACKS NOT sw- FOR CILAPIT, THIS ITSELF TO BE RCNVAD OR INSTALLED FROM DIE INSL m STRUCTURE. "iVOIIIIIIIII, 449.2 -61-5 3' 4 IL2- 4 11V 2 (BOTTOM) 7*-S" OR US$ .......... WALL MOUNTING INSIALLAD .3. UFE WtTy TRACX TO BE COMPONENT 0 & 501,701V TRACK TO T, �52.8 -511.0 3. 4- A- 2 (BOTTOM) 7'-a" 0 LESS BE COMPONEIPI R LLJ OR LESS Compoilaff &L OR'FI-MOOP"to IT +W_O -77-0 2 1/2- 2 1/2- 4- 3 "Ir 2 (BOTTOM) r-a* 44167 OUNTED FOLIMNO SECTIONS I ALTERNADVE J ID I BE INST- '- OF TH" WALE- 3le I' =3 2 ON THIS SHEET. AS W-aL AS DETAILS I & 2 ON SNEE7 14. �,ENS, 2 1/2 2 1/2' N/A N/A 2 (BOTTOM) >1 Ily Hu cons Z.ma)l c., FLORIDA BUILDING CODE (High Voloci '55.0 -72.D FLORIDA BUILDING CODE (High Velocity NO cons Zone)[ FLORIDA BUILDING CODE (HIgh Yeloctly Hur cone Zons)l LENGTH FOR COUP bik. L167 -N P=KI FR 4. Min, MAT � 15 1+55.0 -72,01 2 (BOTTOM) F To < ANCHOR SPACR40 -N ON FiR N/A N/A 20 GAGE GALVANIZED STEEL STORM PAWL or, M­ FO; CaCZ OD ANCHORAGE AT BOTTOM IS GIVE SCKEDULES 1 2. SHEET 14. 20 GAGE GALVANIZED WEI STORM PANEL "LORI 20 GAGE GALVANIZED STEEL STORM PAWL DRANK ST. DRANN z Com MAY BE PERMANENT OR REMOVABLE - DRAiN, m S710 OF ATE fit 1, 1*744"NS AM ONLY VAID FOR BUILDINGS WIN &S, ON +S!LA __724 vd AND RkNW5 LENGTH OR TO I""" GLOBAL PROTECTION PRODUCTS, LLC. At GLOBAL PROTECTION PRODUCTS, U.C. sx V STREET Om 2, FOR NVW WOW00 FRAME CO=TkOIN WOOD LtEWWAS TO BE SOUTHERN RIECOmc. 4w sx In BMW WL PROTECTION PRODUCTS, LLC. 5 SEE DEWLS MR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15� 11LIECOI..'\ 'Loa& Poe N., 2� N)l SPECIFIC OF 045 OR EGUAL Owl. =14 ,ft 10 -7n+5i FAX. G054)US-A"I 20-176 PACM AT TRACKS INSTALLED ADJACENT AND BMW TO STUCCO/WOOLI RANDS, !!W"vec -4 6 SEE SHEET 4 MR DETAIL APPLICABLE TO THE NECESSITY FOR THE WTALLATKON OF Tull TEATINC, a n. WI. is, lalw_`110. Flix (WINW-5727 20-176 INONO (am)(HIR-7504� Tw 20-176 s & I < PONENT D- DESI LOA= up TO I CK-004 OfAima Na, IT A SrAk/WftKnW./OATK WALTER A. ITLU sZW1. Or 20 FLORIA U. swv,3 IN 26 Amn. LTL 0 AW, SHEET NO. SH 1.1 A __._^_ ._.___._ . -ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20) - -_.._- .-.,__._ _,., ..--^ry y� LIFE SAFETY MRM EANEL SYSTEM INSTALLMION DETAILS FOR QPT 3 MAX. 3A/17, :0/17, 5A110. 38/T7 A8/tY. SAf98, 3 MAT.; EXISTING �'` ION T MIN SAW/1A, 1AW/1A & eAw/2D $� / 78WlfA R p/2O 1" MM. `.�INM - - ---, -. ;s/4- TAPCON ANCHORS -_.. Tf+" TAPCaN ANCHORS __,_1/4' 7APCON ANCHORS 1/4' TAPCON ANCHORS - 1 -_ ___. __._______.__-_._. __.-...,_.__ _ _.__ _u',.-.- ,_.. _..-_j..._ a A" O.0. /F 9' 0.C. ....... _.._.� i)7 O O O O U Q ! OA'O.C. ... _-OY010 iK)tMWET) CONCRE�€ "I POURED OONLRE7$.. PHYi)Rf,D CONCRETE- .` POURED CONCRETE ;\ OR CS>PSRFTE OR CT7NCRET6 CONCRETE OR CONCRETE �_-_- -.-- _ OLD" 1 BLOCK MWRM ,-J1 �� r-"--1-- I I Ir--; -r- I -.._..---_ j '• DLDoi REtxKREO r y{.€X:K RE IUIF.O 1 F-r I I 1 I I - - 1/4' A 1 1/4' +" 1 Ir-c/ II ) - ---- j I i I E r'. I j ED 2; cD• \ Eo* , --I d--I : .. l { 1. t }\ A , k �. nR f 1 ws+ C 1 '� LIT SVCI�' 3Tma. P.at j 1 ' ,f 1 -_ I _.-.__ _'-i. '__- r =_ , _.- ...j1' ':. I k" to aj �� ! wn. m.. m s 11a.ay.+w«1wI m} va,. eptwctm ro i _ ff�L i W _ . __- _ , ;.- - - t'- T" -.. ., _ r __- 1 --. 5 ..„_i y _., _.__..�.. l f aeNeNac Hw ND+ta4iaax. segpgme, 11 ` � : a } 11 I, l,A'rY-2W1' Ss. Ns, r %�... MAX. 1 a 't 18> e i 4 si r eW gR'++a1 I r 4- "',,^owls w/TPaY1 .y' J3r-" -H` T__-._I_;.�, .�.. __ PANEL ZEROTH ! ar. I p 9+n+vn ' 'MI6 NUI wA91CIt At' I 1 I I t ^""-,r ;f t. � y I #^aE.E SC,N€PURE} k`3gsttTl&:. € tW,Pa..p r €XISNM.EtJ BISLiDN,O ! e O 'L, 1 :-. I. �'r+' be,-111 7 +. _-_:. GI.A55 ! I GiA.55 i ^,x ,>:V" 1iiASS. ' - . -. _._ ,. ,. ;^. -i ,:. .�.. ..... ii t�E - d t ar I I �" ::�.. R� }]{ A A55 1 a1 ... .. N A xu I Y ;: or I--.------!-_->�___i. _>�_11 :.._..,. : ._".q ' -___I_ _.._l. b" i vt++_ems,". E#..`_ r'a ' :Jrasmt sa"__ e'' ... 1 I, i` T�. . . TOTb3 Af H.s wA _-!3 ! ! i Ks. w! > t �}i TON o IJ:E SAFCR" ' > m- -la+ .' J i Ya1 _ PM EL BO OM Oqd E SS �, w i .. i 3t' nNoM i rOAxw E ,P L . -L _tuxtM tgAa/p� f (_____ _ .,- '"Yt i I f- tV n' _-' �: unOt 3AfT7, 4A/f7. SA/10. wec NUr R 153T a WOW Iwa . 36ftT� 48/17. SB/t4 3• tIA% I I I' MIN, :TWIT,` Aw/IA t 0Aw12D Ow/1A. YAw/1A a agW/20 1' MIN, i I i - I 7 --_ _-_.--_..__-__-___..._ANCHORS (SEE SECTIONS ON SHEETS 17, 18, TO & 20)--_- .._ _-_....._ : �. ..,.{-'r /7 .`•:{ ,i _ B• V% j' tl 9f'IION FAR LIFE SAFETY S'[ORM PANEL ELEV TICN f - ° I'll! SCALE 3/18'-T' I/A" w+L GFP , !�rz.� 11 B _,._ I ,.' __ I _. ..! I , L I - _.._.-3...._ __,_ f2 /+ s 2nx3�+ Ss M B w/ - !+"e s (A"S.S. M.B. W/ s ./ ��yI'- .: i/8'ax3f32 MANSNUT WASTER± 1 v r.. � .,..'7j6„erx3/32 wiH6 NkIT' WAS�..tER'A ^: :._.r;e, \ ,`, p 12 t/2' O.C., (B„ 7 `a w 3f32" W1KG NUI:Y "t,7Jr6 3 3 " wVrG "I'll, :0 I 1'- • .. I i. �._ \ i mil_ ._l MAXIMUM AS. D. Max: PANEL LENGTH I--- - - DESIGN PRESSURE. L (ft.) MINIMUM SEPARATION PANEL RATING (P s.(.) (SEE SECTIONS) TO GLASS CONDITION 1 +55.0, -72.0 8'-g" 2 3/4" UNBOLTED INSTALLATION DETAILS FOR OPTION #2 FOR UFE 5AFEIY STORM PANEL SYSTEM 1819 EXISTING W00A 5TRMRES ""' I I-; {( " WWO HEADER tVCget HEADER 1 .1 I i i WOPO +EADk7t H .-x. $ :, .... -' .1 ..:.WOW R EAOE,"Il• :' 1IEDUkCEP ", ..- .-.;. We:YJMEl.„,., , ,', '��ftE'OUIREb ,..,1"REOUHREG,,.. lr .. .:4a I TAPCON O a" Q C. 4" 1 # $AF+CON p 8' O.C.- . % .. '. : ; F r ___.__. " ' • , , ..,...._ 1 4-A TAPCON o B" o r .',. t'(:___ / ,, YI 1 F MIN. THlRFAD 0 : ,j F f.: E >.11' i MIN. INNFADF.D :`. 'WI 'N 4.i,/ f2 {I 4 Hq .THREAD .e1 I /2 ED r :,.! -WWMERAPIDN T WOOp AT PENEnAi14N WOaO , . , E( _ , , _P AT ,.. . J E ENEnRATX1K WQW -t ... WT)0 , ,I HS:AO€R I HEADER # HEADER HEADER i4I III ! of 1t, }> ,_} .i 1 _� I t/4" , ,re- 12' 1/4• t/Y ' 1/4 Ma4. :: '• %' I f1 , { MPc _ i': ) �'. 41gx,-... MIA. 2 2 i ` 2 1 .3 I` ' 1 Ir `:. E 1Fn I, . '. I. Zi )I �` t1 i5 i COW. I � 1 I �. Ni. Co CAM. I j L 1 I G I ! C? a r ! - sullmr.% j EXm,Na Elfta`RAa � � i 1' Mm. CRABS tSEf E I 'L' MM. aLASs i_ m yaR P isFEF.ialtE PANELLENGTH IN srAE1 la) 1` M v - PAN& LENGTH I aH StaO uo , (SF'L HO'RE 1 BELOW) ` (SEE NDTC 1LDW) i" MIT_ PANEL LENGTH I I &PA243gX PAN N EL LENGT W. sRPARMpx 3 Ex � NS NC -3 m WAS ( SEE NOTE I BEL GIASSm I OLk45 E NOTE 6ri GLwss SOWAX E>LE I (sue SQaD , i A'a- 1 t 1 ON SHi1+ 20x i -4. / 4'4 Za9 MS n 1:' > MH �aEr Ya ' ` 5.5. M.s: W �'.. ' , -{ I 7/8 a .. 32 �'. I 3/ 7 a K s z I B 3 i �. WT N w , No u Nc NUT - I - - - ,-._. __- -�r ;�' . .r S•. • i -� y r` ( i I I 3- „ - 1 I YY ii T a t" I f S D 2 .c.WI f t I CLAN.. HREAGE. V _ - i _ # ) DTN PLR E 77 1 p� p�y e" I M I LEI !� ;rye p 1 E0. } EF. ,� :-R. '. :; a t-j it E�O.11 I I .. M.S. Wf I _ _temm ''.. 1/4Y-2ax3J4'S.S N.S. W/ G01OT. I- COAT. Eq, �.. - ., T/4Y.3/32- EO fi•'.-I' 1 r 7 8 9x3 WMG NUT _/ f32 WING 1__ 7 'a 3 S2' WINGNUT 1 1 / Y `a'4 x 3 32• NUT :7 a°A x 3 32' WwC - _1 w 1 1 .t ASHLER p I, o z /2 WASHER ND WASHER s x 2' a.c- REM /2' NUT WASHER ! wws aETo,® { ) t � .•' 4 a TAPCON a s"O.C. TAPC 0. 41T APCON a b' a.0 1 - i'' 4"a tAFIcaN a e' o.c _ - j t 1 `TAN. THRE.AOED - I- -- / :{STAGOERQ! W/ STUD) LI (SfK%iERFlI Wf SitXI '`i .- ,;, - PP4N AT Y101NOTH W i " LAN. 2 THRFAOED - jaj I%' W / 12' 7 / JJ 1 d f �' PATE ---OF PLATE I ,Or PLATE WOODPLATE li-- -'- -. " •._. _._____-a 4` WOOD PLATE IXIt G _ _ _ ' W� PLATf aE$MDIED .- - R s WED WALL #!O#1 INEi INSiAEtk'S10N WAAL_MOwalNP $N€ raE F Au WAIL MOUNTING INSTAUMON WAIL 10(�IN�TING INSTALLATION AIZF@i1fkTIX� � i I�i%m AlT RNAiT UN AMMM"ATIYE TIIVd SCALE 3/6'-1" 0 LIFE SAFETY PANEL ! AMEL SL61f� �AFEi1 PANEL SCALE 3/e`-I` H SCALE 3f5"-;" SCALE :3/8'-t» A. ; I,, TI (r y, X= � «-........ , 0 a •* +. INSTALLATIONS ARE OM1A?' Y'ANJO FLTR BLILDWGS WITH AS.o. DESK:. IaAOS•;;• �' FLORIDA BUILDING CODE (High YW9acl9 KUrr9Cana Z01T8 UP'TO ,55.3, -720 PSF AND PARECS LENGTH UP TO B'-8". a : L - • NO, 4 1 . * E Rmzo R RGa. ,Ne 20 GAGE GALVANIZED STEEL STORM PANEL p:P. 2. FOR NEW WOW FRAME CONSTRUCHON: WOW MEMBERS 10 BE SOUTHERN PINE No. 2• W/ SPECSC DENSITY OF O.SS OR EOUAL ± * : E ISLe---' --" . - 01=2= R1� STA �.- ___, +/t /� GLOBAL PROTECTOR PRODUCTS, I.I.C. M>T 11 '•' Cr 1 L E C V , ..4m "7'/6••., (QY`>: Sw. 91 sllw ,.A F'-••LOLL �.�_'. Ym i nwO a E NEERNiO COMPAM/' OANE. Ft =14 lCur �, AM1" Nor. m. -tee. nww Doses rt mw PNtl�: Se54mm- 5. P/ (Ys4)M-d»7 20-175 M $iU A4 w.- . Dm7 n1-Ten . r , a m n1_,an tINNiNC Tic tANu tA-GWB?ie A;r 4w-w "ttNlelt N{NAiT PE. SiiM,JSA,',M.`RAIJMTE AMUFR ,` HILTS £ omT H10 14 anl. " I W ShSNER 3 1F 1 f8` DEC`, - L (BCY42M1I} I f J.�4. '7APCGN ANCNOPS ..._..._ t M1" 1APCON ANCHORS ...,.,,.,.1/4' TAPCON ANCHORS: ' t 4' TAPLION __._.RB a 4 1 f2 �.C.ASH b 4 1/2' O:C. I (STACaEREO W/ Sn,O) ;. (STAOO , W/ STW) ; 0 4 1/2" O.C.- ,,.,$01lRFD CONCR€7E ',:.,.,._ POURED CONCRETE ._._POURED CONCRETE CONCRETE GR CONCRETE &OCX OR CONCRETE BLOCK AR CONCRETE BLWK _ --CURED OR CONCRETE BLOCK REOURM A i4Q{ N2 INSTALLATION SECTIQN 3A REQUIRED WALL YQUWING IN�ILATIdN WALL REWIRED MOUNTING INSTALtAiION WALL 4A REQUIRED MOUNTING INST IITIQN O REGUjgR PANEL SCALE 3/8"-1" O LSE EFETY PAt#ET SCALE 3/8--l- ,5�'CT#QN Q REGULAR PANEL SCALE 3/8•f T" W&TIQN 4B 9j LfE SAFETY PANEL SCALE•3/8'-1" SEE RIFT IA a 20 FOR ANCHORS TYPE R Aimtft -1/4'4 - T . 3PA W FORILO WSTALSA11aVs N41D WOOD FRAWE YpUMUN ANGbR SF`AtVM MO MNWUM EDGE 0151MCE ARE INDICATED ON THIS 41n�IW`- 3 I. SCHEDULE FOR ED. UESS TWA INDICATED ON SO4 MU REDUCE ANDIM SPACING BY MIALTA WAT SPACING SHOWN Mt SQIEDULE tt =1 axw.w w-s � am RA am mom fAOIUIE OF THE FOLLOWING FACTORS, FOR THIS IvJ+ERAntAe ro BE POSSIBLE rlEDwxD 1.T __ , _ .--_-- _ - SPACM OBTAINED tR4UY fACIDR WH i NOT or LESS THAN MOM" SPACING INDICATED MR EACH MKW TYPE ON THIS SCHEpAZ p'l -... ---__.__.,, , . _..--- ,_ -„ - Y _,,.,„,- TI .._.._...._-- tm rt2 T IL N R F O PANEL Y TEM INTO EXISTING WOOD ,STRUCTURES }I, It k 11 4.0 TAPCON 0 B" O,C, 1 4-P I' / 1 TAPCOI a B" O.C. f r t 'MIN,Zi , , T:. ,. -. 1 2 WOODUEO W 1 1 MIN. -.. ED // /�'s I /2 7HRFM PENLiRARON AT WOOD - 710 4 T PJWRA A W000 a 1 r HEADER READER f e9 I t y R t MIA i A Y I I ! 2 WOOD HEADER H U WOOD EAGER REQUIRED REOUI11E0 'f - M�' N: /�/y CON _ _ _,') ) COAT. t I L4^l i :,1 (4 1 I. I TD RAss t iSFE 1iLNif9RAs EX15TK G ON A 1 ( STD 1" MEN. 4YAS5'1 ,. i L' MG.. ---( .g. PANEL ZEROTH Il �.__ Y;= ._ ice'_": PANEL LENG'N f flw S+HBT ta} (SEE NOTE 1 BEi,tYfij 1 4"P- 1` i W (SEE NOT[ 1 BELOW R G ^0x ) EXIST �I J , I , GLASS i 5.5, S. W , _..- _._..: M f 7 W . 8 3 32" / I t , wlcNr a u .Fa ' ,: I ,.,. ..-_,..... as ..... f; - A,..- $, , x `- __ h- --' F - 1 I 11 e 1 I 1 I.' I I i i ; __ _..{ � ! : ; ; � I I 1 --�3 Ii1 : J� j1 W I r I L . �- i _ EA i -- €q `-z I EQ L 2N4-I 7 8•a x 3 32' WING NUT REQUIRED EDW FILAR { ' l../ I ' 7/8'R x 3132' WINE3 NUT QUlRED ! I WASAEP. a b 1/4' O.C. iREOU� PLATE ; WASHER p (BEYOND) #74-.70 PAMELAATE PLUS y �, i�i �ti-10 PANELhIATE P BF e I/4" O.C. WJt 7/8 a 6 lf4" O.C. W//t 7/B AT THRDH PPLATRATKI4 µRN. THREADED PENLTPAION - A OF k 1 1+i4WIDT1 PLATE A M' PLATE' 7 iDtAOTTi OF WALL MOUNTING 1NS�A� I ATiON WALLA fNSTA# I�rT(2�N ALTE4N,nT`iYFE W ,(A9H,MNNHNr1 ALT RNATIYE 89W AR PANEL ,, SCALE 3/6' »T" �`�: kGENSe -'/ '� seALE �i6' T FLORIDABUILDING \- B ILO NG CODE (Koh YaloGity Kuericana Zane NOTES, - _ _ $ = � . �:. 12020 7-10A CRD FP. a NO $� 20 GAGE GALVANIZED STEEL STO1Df PANEL 1. INSTAUAWNS ARE ONLY VALID FOR BUILDINGS WIN X&D, OCRIGNr LOADS z � �• � : * E,r. `�'•^_':+.� W, UP TO +535, ^-72.0 PSS AND PANEL'S LENGTH UP TO 8'-8". o=-" SATE ._.,..____..... GLOBAL PROTECTION PRODUCT& LLC. er/sa - 2. FOR NEW WOOD FRAME CONS' IR KAU WOOD MEMBERS TO BE SOUTHERN EIit IMC tom" PINE Na. F, Wf sPEaF t DENSITY of o.s5 OR Eo ML .. ORES .wP s w. 31 sT�E _- ,cs >..,,'•. ` Tw1n 1Eam Ae N KO 664PANY CAN€" rL A.j ii C1j t M Iu1. sea.. x w - -IA 1" - w a1u PIS tcaaNel-?a+a rA1c fss4JRla^ats7 20-175 e' ,,., . pm1 es, -eon . r- , o t I,e•Im, A91,1„ TNHNt4 _ SEAIJS TUE/"R CA-OW019 w, 4wPwA aMt aRAxeHIG ib: 1M1 TLUT 4'.. P.f O IF (� EXISTING POUREDCONCRETE OR CQNCRETE BLOCK STRUCTURES ,, _.� 1 f_+" TAPCON ANCHORS - i i4' TAPCON ANCHORS 'p A' OC. A' O.C. POURED CONCRETE - �' OR CONicRET BLOCR. FIGURED CONCRETE _ OR SLACK' ED # `, R£0 NED I LIP 1f4 MIA. _ IS -- i -- =_ ED• „'. iDa{ tll� >,,NT,4 Mx. ssrelwo4le R PTL ...L.I7'mi w�'p -I .la t».. °m sw � I- .a cw - i la I &W 10) j .w 19j E aLAS -4 1 w ORLmla.A } l i 1 1 I 1. _1I .- ry r ., 8 ji I i , I ____ ...._ } py W B A 4 r3./A3=.a'1v• iMn tut e i ) j r I I iI� EO ', '': , E 0.w i , , I I , , ,. /�II14-10'a PANECMATE P . % "%IB rr . 3f32' WINO NfYi` WASHER t¢-lD"a PAN0.MATE PLUS W/ ,.. "-' 8 r 5/32" WING PLUS WASHER O B 1/4, CC, {I)EYGND) .. PPDRII ft,E... _ BLACK OR N W,t REQUIRED WAUi<[ (UNTlNr3 IN31AL 1 ATiQu REQUIRED WALL MO iN11NG !N*'TaLATIQN SE TION SA !BRE,Gl�LAR PANE SCALE 3/b";1„ ELT, H Q L( SAEEiY PANEL _. ohl ,RiIA `,' �NE,,- SCALE 3/5•-i" SEE INEPT 1A a 20 MR ANO}HDRS TYPE # AId11011 7Yl4 1/4j- V4'w wm4 Pa1R,aOE SPAOFrr FOR I$46LTIONS INTO WOOD W. mom epAGNW 3 3 FRAME >MAURia "IMUM MY•HaN4 SPA'd,iDS AI# MIR4M5)M EDGE OraTM1GE AWE t)WMJ.T$ 1 ENS: 4sA4EpnAFa tkxra.M OaJ 3 3 3 3 a/g. �tAE FOR ED sESS THAN INDICA1€a ON SCHEDULE REDUCE ANCHOR SIN4CM BY MuLmalN0 SPACING SHOWN ON SO"'E (rTA AanN Ca,vAY BA.A (A.) ACRIIL EA "a =I oo Raw 8r THE FOLLOWING FACT>7� I'M THIS opaoxxw m BE PGSSOLE, Rt-DDCed 1 tJ2 ., - ._ SPACING OVA3FD tISpXs FAC"W --ml NOT BE U= THAN MIAMUM SPAM 00"TED FOR EACH MAXIM TAPE f t14 StAMV E l t/X',. ^--. . __. _ 3 __- .. _. :aO _ _., aA0 FLORIDA �EdEAeL r 51yN1D� z !#dltC.SG p'A� cYrrU I . E-2 NANO STORM PANEL SHOWN ON TNIS. PRODUCT EVALUATKYN DOCUMENT (P.E.D.) HAS BEEN VERIFIED F'•gOR. COMPLIANCE IN 8,I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE TO & PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE I V4". DESIGN WIND LOADS S 8E D AS PER 5E-. 1B O F THE Y HALL DETERMINED SECTION 2 O E ABOVE MENTIONED COOL 6:2 MINIMUM AB EMBEDMENT Or 4.a X 7 ' E7TT 8 CALK -IN ANCHORS 4 ) / / SHALL � S T/B` INT9 CaNCRE(E. F"OR A WING SPEED1 THE THE AS REDU.ID By HIE ,JURISDICTION WHERE THESE SHUTTERS WILL 9E INSTALLED ANO NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL 8E. PERNIITTEA. FOR A. PJIR ELTKONAUTY FACTORKGx•6.85, US7N0 AaCE 7-.8 AND SHALL NOT EXCE€D THE MAXIMUM (A.S.➢.1 1/4' P-20 SS SIDEWALK LTS USED SHALL E LONG E N. / B LO EI4OUGH(SHOULD ANY FiNt5i1 MATERIAL. MST) 76 OCSRIN PRESSURE RATINGS INDICATED CKI SHEERS 25. ,At 2&,. ENGAGE .3 4» 1 I NTO ANCHORS iIi ORDER TD VERIFY rH(E ABOVE CONDO)ON, ULTIMATE DESlOM WIND LOADS DETERMINED PER ASDE 7-16 SHALL BE FIR REDUCED TO A O. D D TIPLY THEM I FIRST LDUC S. LOADS BY MAIL, L MSC EM BY O.b N ORDER T4 8:5) IN. CASE PR OR PRECAST CONCRETE PANELS ,FOUND ON THE ALL S5 SyS"F TO %$* P 7() COMPARE THESE W MAX. 5.. N PRESSURE RATINGS INDICATED N / CA. D) DF..sIG P. ESSU... ..ADS NW EO D SHEETS 25 & 26, R5 -. - U T. H T ANCHORS 5TlAi1, 8E LONG.ENO ENOUGH O REAL HE MAIN STRUCTURE BEHIND SUCH PANF3S. ANCHORAGE L Of L EN TU PARES NCH SKAU BE AS MENTIONED IN B I) AND IN 8.2), IN ORDER TO VERIFY THAT COMPONENTS AND AN.'" THIS PANT AS TESTED WERE NOT OVER A :SETT INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS t�SEO IN THEIR ANALYSIS. FASTENERS SPACING TO W("KKI k-C BEEN US I WOW HAS DETERMINED IN WITH I ANCHORS ACCORDANCE N D 5. 24 S C C ORS SHALL 1, r _ ) ALL BE PRg"ALLED FOLLOWING ALL OF THE RECOMMENDATIONS 5 AN Fl N , ( E TLON D st+ETA C:4T10 S OF `IRE ANCHOR'S 6!ANUF . . AC'URER ( ANEL'S AO OVACF IMPACT FATIGUE RESISTANCE HAS iFt 4 E FOR ACi ES15T SEEN VER EA IN ACCORDANCE WITH SEGiION 1626 OF STORM P i THE M Til. R T RESPONSIBILITY ITY ABOVE MENTIONED CODE AS PER FENESTRATION TESTING INC.HNCT SHALL BE THE ESPfl14S O< THE CONTRACTOR T Po LABORATORY. REP@TIT 2032 AS PRt7t4Gb4 AS-261 BIL ONTRAGE 0 OF VERIFY THE SOUNDNESS R / THE STRUCTURE WHERE SHUTTER TAS-242 AND 1AS-203. IS TO 9E ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER S7iN.1 ONLY 8€ ATTACHED FO CONCfffTE. %OCK SHUTTER B I DR WOOD FRAME BUILDINGS. 2, 1T1L5 SYSTEM HAS BEEN DESIGNED TO 8E INri"TALLE4 ON THE OUT514E OF THE OPET4tNO ACCESSING THE OPENING FROM THE 1NSHDE W/O THE USE OF A LADDER OR LIFT, THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH TEE QW-OM TO PREVENT WIND/RNN INTRUSION CAULK AND SEAL SHUTTER TRACKS AU. AROUND FULL LENGTH. 6 - 3. SERIES IOW INSTALLATION L. APPL TO SIN AN CABLE GLE 6 DOUBLE' HUNG STYLE WINDOWS WEN , T EN a4S`ALLM1T{q,N ?S RLOtRREd 9 8E PERFORMED FROM THEINSIDE F AEG STRUCTURE 13 P i' STORM At1'cL INSTALLATION WITH N nEiA (IN SHALL COMPLY TN SPECS INDICATED R4 1 1 RED HIS DRAWING rUJS Nt'P BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10, A, SERIES 2000 INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG dM0 HORQOMA. SLICERS STYLE WINDOW WHEN INSTALLATION IS RFAUtRED TO BE PERFORMEDINSIDE OF STRUCTURE. FROM THE NS DE ST CTYJR to ATRIUM WAMDSYw5 AND INC.E - H STORM tT0()RS, 2 ASS: D PANEL SYSTEM'" IS PIA7€fVT . S, ALL ALUMINUM `-1 T N EXTRUSIONS TO BE bl ALLOY UN ERWIS � 5. a. THIS PRODUCT -. EO S .AND EMPER (UNLESS OTW E NOTED) OI)C EVti,LHA9TON DOCUMENT P.. ➢. PREPARED ( ) {) OC MEAT E- E. AREO 8Y THIS ENGINEER 1S T P H" ( ) CENERTC AND DOES NOT RSTAD. - INFORMATION FOR A SITE 5 PROJECT: 1., Tit PEC FIC ODIC t. WHERE E SITE CONDITIONS DEVIATE FROM THE P.E.P.. O. ALL ALUMINUM SHEET METAL, I:15ED dT G10S#7Rt=s Si+ALI. HAVE .TT➢S^HT4 ALLSYM, (b) CONTRACTOR Tq BE IRESPONSIBEE FOR THE SELECTION, PURCHASE AND INSTAUADON INCLUDING LIFE SAFTrY OF 7_ ALL STEEL SHEET METAL PANELS SNAP.t .:[AAVE STRUCTURAL ALflY STE AS7M A- 15 PRODUCT OU EL. 853 GRACE :+O MIn, tifA:VAN17E0 STEEL TN t7DL BASED 8 P.". D H T ON TIN. s D PROVIDED E SHE ODES NO DEVIATE FRONt THE CONDITIONS DE'TA ON 8i� (9E51GNAT14N w/Fy- 58.2 kaH (AFTER ROL1:Fd'N). TkiS DOCUMENT. CONSTRUCTION SAFEh' AT STTE IS THE C15NYRALw`OR"S RESF'4M'51972dTY, 8, ALL SCREWS TO BE STAINLESS VaL ,ta4 OR 3T% AS1 SERIES OR CORROSION RESISTANT COMED CARBON SHEET. AS PER DIN W THIS PRODUCT EVALUARON DOCUMENT WILL. BE CONSIDERED INVALID IF 1 WFE4, 50a18 W/ 50 kat VIM STRENGT" AND AD Net TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 (a) 5(FE SRECB"!C PROJECTS SHALL BE PREPARED 8Y A FLORIDA REGISTERED ENGI4E€R OR ARCHttECT WHICH VILL 4. L - P BOLTS 9O 8E ASIM A $II GALVANIZEDOR R N 1, H BECOME THE F SrEEI-, ASH 304 SERIES 'STAINLESS STEEL W`•T9 3d KA MINIM - STRENGTH. E ME ENGINEER O RECORD O.R: FOR r UM} YE 1T ) THE PROJECT AND WILL 9E RESPONSIBLE E OR THE PROPER USE THE CO A ENGINEER 0f RECORD, ACRAW AS A DELEGATED ENGINEER TO THE P:E,D. ENGINEER, SHALL ENGI IT 10. ANCHOR 7 W SUBMIT TO THIS HIS s O ALL SHALL 13E A5 FOLLOWS! H 5 TINIER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) i0 F",nlx➢N{ POD',�FD ,^COFXRRETf (a) THIS P,ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4"9 TAPCON ANCHORS AS MANUFACTURED BY iTW, BUILDEX, INC. (MIN. ('c-3192 P-ti.) RECORD THAT PREPARED R - i 4" a X 7 8• -IN ANC AS MANU. ED DEW T T' / / CA41'S ANCHORS. H7.tTi)R BY A INC. MIN c,z3A4O .c,. ( P 18. M PANEL F , STORM 4E MAMA AC'URER'S tA!#L SHALL BE LOCATED ON A READILY T P 1 -i P cn YPaTRLe". LOCATION A STORM PANEL IN 4 D ANELA(A.TE FE i PAN 1'£ e - B MALE D & ELMA ANCHORS. AS MANUFACTURED BY ElCO CflNx_'TRUC'KIN 'PRDDLK'tS. •.iK ACCORDANCE WRi9i SECTION 1709.6.3 OF FLORIDA BUILDING CODE, W4f LABEL SHALL BE PLACED FOR EVERY OPENING. r4 -335D . ( Pa.i.) LIBELING TO COMPLY WITH SECTION 1 709.A.2 OF THE FLORIDA BUILDING CODE, I ki) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRM SHALL BE 1 3/4" :DUD 2- FOR P44ELVATE FEMALE ID & PANELMATE PLUS, A2) MINIMUM EMBEDMENT OF 1/4'a Y 7/8' CALX-IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE, NO EMBEDMENT INTO ANY FINISH MATERLAL SHALL BE PERMITTER 1/4' 0--20 SS SIDEWALK SDLTS USED SHAE: BE LONG ENOUGH(SHOULD ANY FINISH MATEPAL EXIST) TO ENGAGE 3/4- INTO ANCHHORS, 0 ON" N1A.#, If A,yA /�N A-J* IN CASE. THAT PRECAST STONE, PRECAST CONCRETE PANEM OR PAVERS BE FOUND ON THE EXIS'tiNG .WALL OR ,,�.J5 • FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 7HC UNH STRUCTURE BEHIND SUCH PANELS. AttCHORAOE SHALL, �.10EN.� �" 7 , ' BE AS MENTOLED IN A,T) AND 1N A,2), , " + No, 44167 (a) TD 0m-T1wL2N0(jy,_ km w FLORIDABUILDING COLD N h Yo oc - 1f4" 17APCON ANCHORS A5 MANUFACNRED Tit Lt,W BUILAE)(, IN C;IT . E t ! i9 Hu cone ZOne - 7/A R x. 7/8" CALK-tN ANCHORS, AS MANUFACTURED BY DEWAL' INC: (f'm-1500 P s,;.) �,�� 1., F .. ` . +' OmaD TITOW, AK. - �14-I➢ PAUMMATE FEMALE ID ANO'PANELMATE PLUS ANCHORS, AS MANUFACTURED BY CLIO CONSTRUCTION ,-- , •'r' •-.i il, ..,46 .. 20 GAGE GALVANIZED STEEL STORM PANEL 84✓IWM Bi PRODUCTS ,'m-2G7T ,.a.i.) k- ti I ( I -- . �}- r/ Ia iI 11L� Ci?END. GLOBAL PROTECTION PRODUCTS. LLC. O'cTL ((., Q'��`1•p 7-e%"'L•r-` 4aIN S.W: 51 SiRTEE MI- TE�.TND ! FNDIKCRMIG OOiw'AN1• DAME. FL 3Vi4 (((((( a4 Aaaw..0 n- 14r PIHa1E: (W)M-7M5,. FA:tr (e5F)RBa-We7 20-175 ' o w .. 54wI are -,an r- . [nN -, DRANNO N- OA•�0p em P.f SFJAJAOMTA11aJDAtB WATER A TIER Jr., Pt. - ,- 9 21 M m a4Ia7 I I a) a) � L- CB o N -F-� v a) a) � � o -a 0 c .cm co U -v � o- cn a) c m cv a) c o Q = 0 � ca p O _ -4-- Ca u- ,+- O ca >O .c" -a E a� L r^� 1- -0 .� v) m La i-w ICUY O L �I d � O V d C I9 Z.4 LL- k M cn = ' ` EQ ® L " R/7 .,, Z g Q Q - N � N 3 -+ W = C > = .= W 3 ca '5 3 L e . Sal f� f3Y r C L = _ d 9 =•T A N EL = C E C.i L __2 C.0 P N TS S {� � E- HANG O _-�.._....-..-.... 3'/24 6 (SEE NO" 2 BELaAt � ,�} -DETAILS (SCALE 1/2-9') It.l' S.'s. 1'/24 I► 4'/24 4 Wl DA W%O (D-0 Ism NOTE 2 IEUIR 3` MIT: 2'/24 1'/24 4 S „�A -�$�mm Nara A Cum) R. FOR CONCRETE AKGKORS 'SE£ . "(ryt. a ECIH #yKIY i• h&T, caloR TE ANGiaRSIEL 3` Mox:. - 'aT`� f-3° SNEpUt£ WR SFfEiI' 7& FSiN W080 SLRLW 3' _ '__. __ � { Ibc ' �E SECTIpv4 m+ 9 Fa Am., iSL'E SO£GJD[ �t !'kEET Fa) "! i• ,tea FOB uw�ert --.--. .. _-----.- -- - ---_.__"-.-15.1Ab• (TOTAL WW H)---- -_,..-.--'--` -'__---...--,__ -- - .. -- - - , ,- Z260" _..__ ,-^--2.591 "- 4. I- -I {' WI AT 2 I '' . -. S3LS I:wIC" ANU4>M s, ----1. , - 6 i- --�T{ -.--__-'. ------' ----- " --.... 12.500' (EFFECTIVE WIDTH) ._,._.,.-..-- -.-. _....__ ._...___ -------. 1'-- I `-.-----�1 1i--2.250" „,J' ar2' .-1 z H -..,_. : iH7 OF toz �NRA[ilw Pa) ,, A. A"a. Lae arIO�JE Noarm smt�z Lr _.a. - saeaxc---,(�I'b"A ., y cn .}�/ '•'9- _%_._ / _ MIIRFT 4et�' . y ) ../ ,gym �,„`` ---_.-_. ->___ _-a t/4'- _.. - ..__.__.--!-1 H , F ,. _ __'{- _"-"_r -- i,. edti.1��l ems± W "Iu® aawoc'�y ttir� wi"i"ir uc'--i.350 --t. L. - ."SW - I i i 1 -- -t..,• ` g- -- 3;A -t 350 }}------+. i { I I , . I 1 ry : i ( j] i I I I I ,� -A ewa 4i _+cn`m'� wAmac� �< 1 Iw aa3ag ^ I 1 I) - 1 {I I { �1 I f �tv i PaMSI _ �J, ..1 ;'�� A°esl 1 �/ , II (# 075' { 075 '' 1 i t I I t I r I 9 t `[ L 1 I I I WNeaTE a... �..� . - r/� -- 2.5W' { I I I I ! I I f i I I I ; i I X« I ....�� ¢- ti, j - TYP« _ - TYP� I I i I, I I i I, I i I e ( 11 cetAA , a H F ` - (� 1. I 1_ I ! `IS� q•" - cr,• ._` ` ' L1.�.._L1 L -_ - 1.. �. - i' 1 L_-11..,.1 � _i�_ ! __i...� 4- .,-.I ti` iAW€i WSiA7 vl I H Ir ^" t4a,•SM6,j (ffi 9Q.K I t Ari857' O.ose IN . HK N NEMM€0 �7 YY U.SW' 2-500' I J• 4-POSH. E e a y r o EfIlirwqr I }" I ,-,.,..,�,. - " ,-,---', -,-r . .".-,-.;._- ,.- .,�- _ _... - ... . ,_ _ r._ _. _ sa a •L' { ___..__.. _.. 1 - -t, pCALYAMZED STEEL ;.T EDGE- \ .r- 19 '"i i 1v�� - r j t?._.t"I l i 6O '4 4 {r r r1 r :e T� T--P r-r -ma's-.-.- --,__r -ram'-r -.s -�- t "-'� _ s _ __. _„1Pwe uw M.o ! ) q �'1_.; _._..__?.O2 r TIP. ASM 4 ; R. PAHFJ-) tlMi[AOR I'MN3,) E €Nq P �`�'� T 1 ti� : wt weA tort a • +' - - - 1 . Y 2.2N . (ENO PANEL) { 4m.w� pAN€i) j [Ri§47HpW i I {4YiFJE10R P1dE.t) ! (Mi1IIO6R PANEL) i {E,A1 PANE;•); I "": i _ , I 1 i 1 e ( 'y- ?. I (ENO PANFl} ( ANEL) (IRTFAIOR P . ., A...' H �.. K 7 - -:?'-I egFE HATE 2. i. 4 BELOW t 9 7! _ _ E�"�4 uwADE w MIdIMUM '� D€rAK. a� : ''"'• ' _ j..� I I , I i { I E ' ! i S i.. i 1 SEE NrnE F., 1. 4 tEAaN �, SEE,' NCI[ a. + BELow s€E rHQT'€ 4 1 , ` i , � I SEE KITE 3. J, F r£Et.aW ¢ - ��i � •W t G-86 ONLY... + H 1 1 j {' MLA s• I '. . I ; j I 1 1 I v i I i I . I ) I , !! 1' i# F I I i rj 1$ fia) ) DENIAL t o , !j �&T > 4B.B I R.t 9, ;-. i { PP t I € I 1 f 1 i T I 9. I 1 Ij 1 jj. :: :1 CA i w .F 4 I t I j t ' '. `_'... i a t `r i s n,' R ..._. __-----. __._,___. _.__.___ _-. __.__ ?S ?S 1 1 ! 1 9. { 1 a 1 eM! + I E I , I,. t I af14-.a.,r. aoP 1 I. ! y----.-.-,- "I ..._:13§0'_... i.- :i,d0"..�, 1 .'r .:__. I t I, l.Ilr } +If( . »... r ._ __.,. - 1 1 7. 'w-7I§r3, M.S, W 1 -!!:: ( TFD PANELS W 1 __.. b.s9a - _., .. _ 2sv ` � a"' - M2 III »I, i Ba i LS wT I 1 1 f / I I MF Ewm @} 1 T�Taa j -- 2470" Sp.. I 11 :: 3' I C I ! 1 4 4- Ns W 1 I d 1 ! f ^x31Y4"F��'s I 1 1 R I Y{ 1hP) I Ms wl T:", 1 1 T {- _.:, -. I 1 t f I' ( p i j I 1 1 Dec Nm a 12 n.< ! i CTQR�1 PANEL _--2+70' 1 ? I i �a�a� Ws�N1:t4s _i_._.__,. R „ ., . -. �_� a 7 ___L .., -{ - ,, .,.._ _ SA vn T 5 .- - ) }._ ....�.. ,i ._ ._� .� ._.,,..,, _ y_i. a_ .,._1 t .., ._a _1.. d. ,F ' .L« _ , i 1p'., .., .,... .,T. , .. _ 1_ _ . _ ..1 4a x ' T '- �-r•--^�^- T R I T� N i 1••r ..! _....� I _.i T'Y'T' 1 I,.1 ! 1 }.: I T,.! ;. I{ r ... j q 1 r i1 t }) d I �.,jjPFT�,i�( ! t. I; t 1 t9 R i 7 ..,.%•` �_- ,,.-, i O ERSEO h TRACKYER "V" TRACK a �.7 I ! I I I i i t li {j 1 1 I .175 > 1; t SEE s -,,, r y� 1 _,_.�e L,.. 1 »t ' - :. ;_. ___ I "'�" ., ,.,,_ , . . . '��_.�.._.._ _.. �__._..,_.r..-,_8.. ,�= » I a+srrtET 25 i t I a+ �C SC � A ...� � _""h" � � �E scr+m+at i ,ny.Yc+„!A._ _CL / EANEIMu[ trP) Lae , , •.-mall +roR - 2n3 , I BN as aarww/`py/ SEE NOTE 4 ITETDW ;ROTE 3�.-._�_.�_-_ . _ 4- .a' s' -•..75D" .- Mox. , Mea. Y 8f. LOCATED, . ^Irp F ;W y'�^��$ I� ?' 43 J SEP'M 59ttu w A I m cum2i, 1'I. ggE�E t- 3'--- A _ PANELS SEPMMiCN { 1 Syyrw w i I y{PAIAtgR 1 Iii--I.BIt a8, 1t+'++OI3zPA3IIi"s E140 UP 3" SEE IElAW ut 1 1 F€F€J�sil``!1 ( / TOE I t/#Y-Eh1l4'� I TORNOn. 9E(+1AA14DP yg+B mfl w �' ,._9 t»,.-.250' 1' Ati T' kin A7 END OR T /� 1� 1 ifY"_ ) 1 v( iA, W k SC.#7A W 1 7ft'A+e/.]E' �A I 4 - rat fii) W/ HEX9MED fSIGE. x ,.r Y f i 1_., 250 ' .- .I '_ 3 ,: fnl OR ©MI OR W/Q�. 7 `JE4'Tr]M9 aN SHM 28�SCKEN:. INTERIOR PAH S' S. a LAST PNEL , FE LaCAT OK f is GfAs6 ".BYERY 6'ffRLt i tW GLASS. I � t I t:YEWr aNOKM gU) y f - •- i4.08' .613' i �}j1 j I A LAST PANEL n TO BE INSTALLED AT WEAL H �(}��`E/� /�Hp� OPF7YFIC ., ALwAl^s PA4YA'.EA'1 w'I I I - t __�"___ -_____ & J` -_ i _ _P REAR ESNE TO A LITATE ALLATK`4 T S�RhNAL 09N F� -1 1 Er D To BE INSTALLED t1°I` i } 1 I i i j-_-.._.... -.. 7 � - _. ESSss `- ` _ _ $ p // �f)250 � t25• ' : 12s' -Z HAN.y.. w.TQRM eANEl. IF TSYSTEMINTERIM "D ro Mum FROM OF STRUCYJRE-I:-Z HANG itRM. EANEL � SYSTEM nNsmE ar STRUCTURE. 1 3 ----4 -� 1 2 I N IL -}.,J ti SCA[E 3J3Y " 1' r^z 3 - . - 2 �,H_ :I I I I ` 8 N I HEMMED /3F' I �20...71// /�'� -\-' »t Q', 3.750' I I rt/4" Rea GAP IJr' MPx. GAP I , i jw%'T/S. /32' AYA4 I 11 w 1 L Tr".C. i t 11 i' a) 0 ffff t I 24'' 1'JS1 g gy I I -P I I I t -1 I-tf+• kh. GM wf4• I%. GAP, I I 3f 1 , a' 1 1 1 ; INue.1 as. -I 1 j 1 Ig a t ! � i' ISSLMETRIC VIEW D _ I a 2. W `��, I 2 oW" II f 4 ;r ; i i r 2. r a i i { -1 1 POUNDED CORNER p ENDS OF PdNE1'S -. - -4 t p1 1 01'I I1 w'� - .Z-�, / \ / Ill 1 2 - -- -_ , wurc8 ,%` •�. 1 I! i a 16 eem. i I f , ' I 11 I END UP w/ HEMM€D EDGE 1 :7$0 1 ,,, SECTION _ B'-'S Ai END PAMFLS) W flE •'' I « I I i I D // 1-A-,v..-j-- - IF 7 2 LAQRNAIE D7GTKm I NHxaa3l / d ,,, I I {,---- ✓ d =/ O (N.T.S) 9._-.6IL==1T ,:'-....f ._.� T .._.L"'" a T.TD'3'. - ;XXTF. 7nnJ3.•ri-.. m.oCnt *.i ij' �OR- # i II .. ..dA:,.. +- I6 i-_..�_-_� swr -z.GDa^-- (FYP•i s Max_. ---- _._. -___ „' �47�8 (1i- E - z HANG ST4Rh1 PANEL SYSTEM CD1L4V O a€ PANEL s # ' ' P¢G "aeD i " Y. ;; ,�....'• ^ � L,r,•7 r3 + Kt GI cRErc N ^^ an3. TRACKS AT TOP & PANtELMAtE PUS OB T8` LONG a I4- sy... t tI(I - W rJa'wwJ3tY^ awls ', . i L. L (I).. AEENDQR X-.REKS .=:: E 7 HANG STORM PANEL SYSTEM CON561INO Or PANEL + (2�AT BOTTOM W/ PANEL .i'€S, F. -':I- • #� T: 'Vr.Te!'bY w�a ,!' `' f I _E m1w¢TE\`"'4''�`",".?�°�'^ �``+: V. oa x.f4Y-sw/4, pEaw'e ;; _I '4 - M'h•" w�BW M �a'��• __:.. _. x n -2) END RAVELS 59MMJ. ALWAYS BE CONNECTED TO E•O NO SILL WALL BY MEANS OF r Hut[ er4N1 2w..m €o GO ,I ,. ,, . , ,r,. ,F'.. 4-� // N n �y Cont.CaPT. TRACKS TOP & 9HOT70M. PAE4€LMATES R, iF USED Y 9S 'r . - -. Bus". .• I. „P T1WMaraITr aan+TNTE ANDHan /°:.,. *1 A' 1Na1NSEAd."• ,G i$i 2 YS fME7)E ALUM, ANG /R �1 4 VA E (2Y... ND PANELS SHAD. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR O , NTL W/ LONG ('t) TtR,ACK AT M. END PANELS �KCWq�� " ( E SHALL B€ PROVIDED AT LOP OF St}q# :PANELS. SRN# BE CONNECTED TO w/ I IA"a-20,Y3/i"Sd.S. W/ 7/. q 2" t#E Ictas Ns r �'t t �'U=w# 'k " I said aF m MSRew.nE tac wJi -V,, Nnrr t aFalwr ^-, 1s5- 5051-TS Mum. ALLOY WING NUT 4R 1J4-P-20,a3I Min. Ty(UUBSCRE`!Y 1kTa T wf T( xCEPt AS aw srm m5 `i_ ` .. _._ � (i01e -, - t W�L ctalirmr") ar Ian' as) :";.' t' nc: I {"- (3): 1F6 20 ANELS ARExii4.. CONNECTER TO BDT7YNA TRACK, CONNECTION SHAYS. CONSIST' OF DESCRIBED ON NOTE I 'i�}ALi. '' Mj a:..J cn I // f8'Pxs/a2' WN4a ITT aR !/M4Taas/4" MfrL THUMBSCREW <3) Dw). WALL MbtINTiN{'s 1N T'. ccf'TirsN •s• I 1t�w' ,. O cw,. tNliq TAPPEO BOTTOM (PACK. LOCATION S$ FASTENERS MAY BE AT ETHER OF TWO (3) FOR CASES WHEN END PANELS ARE USE JtAN11Y W/ T5° LONG (2� AT J'�'� EXTERIOR FIAT FLANGES OF END PANS.. OM BUT END PANEL'S ARE NOT ODNkEGtEO TO BF7F(OM 'iRACKC ,%STOP BAR SECTiQN j' I 0 I WA'S 310-1- FLOOR, LQ .aIUN `O H INST. ST BUILD-OL.Fi $,INTINTs N',§L " `�./ IE j ( 4 b sNwLL BE PROVIDED AT TOP 4F SUtH PANE€3. sa',E 3tB-t' i SE"CT#QN /�i { ). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM FRACI( (Li. A STOP BAR (4), FOR INSRALtATgMS WHEN END PANELS AN➢ SOME 1N'TETiWR PANELS ARE gRECILY 2. tcaT/4` 1 SC,NE 9/8:-t'sCNt 3fe.t' A o ■ I I U ONLY USED Ai TOP) AT tFJST TTYO PANELS SItA.L 8E CONNECTED TO BOTTOM T%.CtE MgUNTEOTOEXISTING51LLWALL BY MEANS 4FPANE(MATES, ONE I+IERKIFR PANEL •---M T11 @7i I N,NN, !JSING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, WNNEC17ON OF PANELS sEE snEnnGAtxAs R->e atiDtts roA _0 __ I _ r0 BOTTOM TRACK MAY OCCUR AT q1 PANEL LOCATION, MAY RE USED JOITLY IL TFACK f25- AT BOTTOM ATTACHING BOTTOM TRACK TOO WALL F t I Utt OF au 8 AT T>Y+ A5 +(��)L As TtriNIU,ItOrlt[f a ` {j�'��'I 'i�I; a:. rE/.✓ p Min. EDGE DISTANCE, FOTWO FR SSFTdCHRiIIIDOR PN4!-' NO SHOWN ON USEDYtON AND WW/ V DGE?i $ z -•}- R ar Hem . r< aF M �rDIA BAtEu a : 2tpP� PNA`ttt E?L A, T/, ,-, „y i ',`F✓ (5`. SEE SECTION 1% 3' & 4' ON SHEET 24. SEE A+K14OR SCHEDULE ON SHEET 25. / �S K �'� 750' i t .(15S" R>a-) �, day�tL I �• ..,-....•, ✓ I � W 1 ry �' ,,(;- �:' ��fN ✓.fl M4NIt1UTNNONjEY MDi NEED TO BE CONNECTED TIN BY AHY MEANS.. TRACK (2) SHW,L INSTALLED Ie3TAUATxiwTYPE UW SKgI v. d i i I I ND. dA1fi7 = ."g� �F!Ij THEIR OVERLAPS RETAINED By �J ITER 8) i- �2,�8°`3sd j _ NO. ' fK(. TALONS 1 SUCH THAT ADJACENT PANELS E LENT & RIGHT SIDE OF QR PANEL) HAVE •" 1 y10EN,F •, � I _... f L J j - ' 6J` `� I 1 - ,11TF .JitAd�4+2M7H £F S2CTnG- - S * : - - T'LtYRR7A $URGING CODE .Nigh Velocity Ku)rlcane Zone. „Ste; y� >. :.. _ FLORiDA BUILDING CODE HI h YoIoQT9V KINriGOno Zone) I-- • ! Q Tom a DanOM MwxR as cueComm. DA QUIWiNG CODE Ni h Veloe Nurrieano Sane I I - .7 F 1' ATE OF Tama m Ero me 20 GAOE GALVART£EO STEEL SHORN PANEL rp Nq. 4 161- I, a a "c 20 GAGE GALVANIZED STEEL STORM PANEL ' e* k ANr xas Te swT arc `�: STATE' OF : A-. > �a Saar m FLf 20 GAGE GALVANIZED STEEL STORM PANEL a 'ANAW er. Z - 3` Mox.-- z 9'• urn s 1- ©K� ORIV r - ANGLE # f� A As. I. Ms, AN I., �J yet.Ytc..i(,Rs� »/y� SAL' .. r � �.. R. L W/ EMC. tnfp7 ¢.+Y 31 87REET :"+`. •,, F MN NNo aw. 5t RII4 k M v INC. +eaa aw, 51 sT rGLOBAL PROTECTION PRODUCTS. LLC. am,IHNNANi�.'. Etrc. sruE. t/2 r YEW.,aY 11 LONG F 'J'•Iw- 11LLtf TESI14O a IiNGW[TxNG laSMP)+MY AWE,. FL s7a14 y ,,{^ •., E(} i4 ,; iKM1' a eMWE Il. }53.14 KSVMm a ER1Na COYIMNY .Mao FL A3N46063-TS Mum. ALLOY xe:w"u, H4ro ""W"N vi�orn n1aR PHOeea (MM)M-73Po, ro. (m*7m-wm? 20-976 °:, t(' "� t tpoet r.. 1 am Im- ii, JM +)+�1 , w.ea ��I m,-� . ea. x}S[irJ uH-ICY, _.+!Has, Efaxl pr+-,Mn .aw ua a. w. waeL. n m,M p,HOwt I5a? -)4s, r+s. (ca+)_ "7 20-17fi xw to., a:. As AUNes,rt ,aA wrow^: (Rsa)eee-Is4a, (aa4)�s.a7I7 20-176 . m-+M, CA -0momA ws... mewwe ono- wa4. w.rn+ QN #. rA-«ma7La «ew na4.L. .w. .wu P-L SS'N./SALNA" /tAM 4d#TKR A DIG. P,L I' w,V wr. , I _ M,N;z, 4MA141AA L SEk,nWNATIft/DA1T tiu11FA A Truce Ui•,. P€ . 1.N. A _ -- P,E `.P.v f'saaNAisiflk/maE OWOWOTII 4,. fiAAYAWp NA: r - +4t. / aw. Mwa am4a4w we IRATero ws (sMR _ _ ♦ ... - SWAN 22 6N Fa t ? - . . „„ aM2T 23 OF N ATR1R 2A M' 2a uw u: 4K.: Am: OdAwNWI NA.: WKtt7e A RM3i 34r.} 7 , AW'YT.W a /^� SHEET NO. SH 1.2 -6-- (1) (1) r_ C/) -ffi (1) -1--, -0 > r— 0 C L_ _0 a) 0- = 0 ____ a) 0 11- I = _0 D_ . INTO EX151ING WO!2D STRUCTURES DEVJW_== (C) -, /4-f TAKON ANCHORS, AS MANUFACTURED BY I,Y.W, jj�tLOU. INC . a ,.4..., IM (D - . ��,.Az�!Ie .A��� 090AICIUM'"" I Ck-E-0) HAS SEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ------ -----:] 0 - C/) -I--- INSTALLATIOR DEMAILS FOR �.ERIES 2092.A 1009 E-Z HANG SIM PANEL - . 11 � �_... MAXIMUM A.S.D. DESIGN PRESSURE RATING CRA.f.) AND -1:7 ---- --- �l- � I"4-0 LAC SCREWS 0 6- D.0 ./ - I WIN THE 2020 CAP EDITION) or THE: FLORIDA SUILONO CODE THIS STORM PANEL ViAll NOT BE INSTALLED AT HIGH - #14-10 PANELMATE FEMALE 10 AND PANELMATF PLUS ANCHORS, AS MANMACTIJOIED BY ELM CONSTRUCTION PRODUCTS I � ., I z, � ­7 , , � , , . :�ft , - I C� W,, � - I I I/V U� THREADED PENOrtROODON I ,� = 211C wow ,/,-. LAC SCREWS 0 &. Ole A/ VELOCITY HURRICANE ZONES (MIAMi-OADE / (TROWARD COUNTIES)- - 114-0 LAG SCREWS PER WD.S. (D -0 0 1,14*. IAG See,tr. 0 Il' I _' ' ,_' -TO fXVM .ODD HEADER , ". I I DEVON Wftitl� LOADS SHALL BE DETERMINED AS PER sI iii or Tilic ABOVE MENTIONED CODE, FOR- A BASIC %NO - 7/16'0 . 5/8' WOOD ERJSI�OHG, ,AS US-FIRIBILTIED BY ALL POTIC SCREIP, HOLT & SPECALTT I'D QQRRESPONDING MAXIMUM PANEL LENGTH *LM SCHEDULL MAXIMUM &S.D. UESIGN ER=RE RAIINQ (R.81) M-0ERMNDINO MMIMUM ANCHID - �, I 'Ir MI, -HWAINO PENEIRkTION � p I I I FLAT OR 10510A OEM t 1/2, MIP THREADED 1ENEIRATION $I= AS REQUIRED EY THE 4VIRISDICT)ON VOTERE STORM PANEL WILL HIE INSTOALED. AMID F R A OIRECTUPWIPT TACTUR -0 _a Z HANG WMI PANEL M SYSTE I- --'--- - - - ii - I � I I I � - : ; I ,I To EXISTING wow HEADER, KO-0,85, LOSING ASCE 7-1 6 AND SHALL NO L'iMED THE MAXIMUM LAS Dj DESIGN PRESSURE RATINGS WWcATED ON SHEETS C 1) JAIMOJUJA THREADED PENETRATION INTO WOW Of 7APCON ANCHORS SHALL BE 1 1/2* AND 2' FOR ELM I"AhELMALTE PLUSS '* SPACING SCHEDULE FOR INSTALLATIONS JINTQ CONICRETE & CONCRETE BLOCK STRU A , � C.- V411- S.ws. � 4- 1 "I" = u -1 -= dj, IY&AL2&1_EQR_EAEi" IW�BiLAMN5_A I ,'I, , 4 -0 EL FOOD or@) I I t 477* 1 , AIS 1 9 THRU 12 AL 17, 16, AND PANELMALE FEMALE It, _-____1 I - 06 ,-, � /, i _ _ 5_fLfLyjEX&&!i A�_W14S_qgn j ­00o,sC jl4iiV SAIS 'i 3 I - , e 2. VOING IN ORDER TO vEARRY THE ABOVE CONi ULTIMATE DEMON WIND LOADS DETERMINED PER ASCE 7-16 SNAILL HE FIRST I I - ­-­­ -,----.-I--' ­­ ----- ---- ­ ----- I 0 � I Y Y , ,�, � "I "I in REDUCED TO XSO, DESIGN FIRMURE RATING BY MU TIPLYHO THEM BY 0,6 IN ORDER TO COMPARE THESE WO' MAX (AS 0) r, 2) MINIMUM THREADED PENETRATION Or LAC SCOM INTO THE WOOD FRAME UNIT M­VkdL BE 1 1/2" No THRfAOEC . _241 - � I . - f I I ,� � zA. HAD of Q) � . 6 � � �, I" I -, - 4� a PAT94CS INDIMED CA SHEETS ,i, 9 THRU i2 & 17, 19. INT AS PART OF THE REOUVRED R4READED PENETRATION 0 - C AS'.171 - ENCTH - Y .. � ), i � J� I s ,,�14 0 LAG SCREK; a 5, Oz. W/� ,'I, 1 114.1, S _i�� PENETRATION = 0 U- - ,t� "WUM W.9095 SPACING MR E. 0, - 3 1/2 APPUCARX 11 I � -20.3/4, TRU" " � I � I , ot IN ORDER TO VERIFY THAT ANC Ot ON THIS III;" AS TESTED WERE HOT OVER STRI A ,i= INCREASE IN AU OWASLE CC EU iM MINIMUM SIBOARATON I PAN., -vu ,,, I ;Fv. I , I Q " r , 1�z I I 00 GO ID � '. _,.A, I - I I 'JI , ". � 1� ill I ENISRS SPACING TO WOOD H CN OMRMW IN TH PRESSURE, TROPCONS (ALK-IN I FANOLMATE FWAIME 10 I M"MUM PONOL I ', I To EXISTING .= 100T]" L",' VIIESS FOR ,*No LOADS WAS Ma USED ill THEIR ANALYSIS. FASTIE AS BE 0 CA) MINIMUM EDGE DISTANCE Or LAC SCREWS, INTO WOOD SHOALL Of. AS INDICATED IN I IS DRAWING I.- -;:: 4- co , , - - - AN VINSIN'r1w I � I (SEE MAIL 1/24 j - , ACCORDANCE WITH N.G.S. 2018. � , I c , ' � A , L AING Hit MONTRI I ca , , , � , � . iml. "I'll, TO CONCRETE _ To CONCRETE 10 LENEITH "L' 0,) , � -.- ___ ­1101) . - _ _ _ .66.0. -75-5 70' OR LESS 2 911ir I V. 2.. y TO CONCRETE _ or THEM I _ I __ _�)_ t t - WIAIL 4,12, . 0 IOU 0 ;> - . . , W9 C..) MINIMUM PENETRATION OF WOOD HUSHING SHALL BE 5/8* IY4' 0-20 SCREWS USED SHALL BE 1 1/2' LUNG MINIMUM 3/,6, AH,­ POP AvET C.11. pul-I.S , ; q I- _WRR_� THE ,ABOVE MENTIONED CO AS PER AMERICAN TEST L48 Of' SOUTH ELOPICA; REPORM JOH14.0-01 AND OOZIS.02-09. AS SHOULD STUCCO COST, AM I" MINIMUM FOR WALLS WITH NO STUCCO. N/A 1 12" As Anoworm or E'urf (D a EA, GOOD CI, W PER 2-" & ASYM C 330-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT 1112301-TO AS PER . - ITT.) C 5) IN CASF THAI PRECAST STONE, OR PRECAST CONCRETE PANEIS. STUCCO OR WOOD KOM BE FOUND ON THE EXISTING L_ "A�_ I : 5 TAS-201 AND TAS-205 PREADCOLS. AF40 AS PER CALCULATIONS PERFORMED, IN ACCORDANCE W/ SECTION 1604 OF THE 1 1� __._I , I - - z'w W - i- L"2 , - " STORM PANKIL'S AOCQUACY OCR IMPACT AND WORD RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1 1.2 Of 0"C"N .4410, -76.3 70, OR LAES 2 7/11' I BOLTED - A. & __� I 2* N/A 12' N/A W I N/A V & 2- JrCIP) 1, � I l-, 1. * A. I CH PANELS. I 11' � I WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 5U. U) (D -6-i 1 To- 51 A- S16m) . I - - ,�, ,F- ( EE t�Mg SHALL BE AS MENTIONED IN C 1). C 2) & CA) . - cn ZO I or AT OVERLAP & 4"� Or PANEL LENGTH I I LA, & FLORIDA BUILDING COM CL ut,/F;=20 - EDC1ZTS.S wS, Its WNIGHLIT PAWL 1. 1 12- ,� 1. 6- I, WTTOM) -- -_ f I L I _r __ - SERIES 1DOD �tL - - I i � k- ___._­­­_____ OOM IREOILARLO 1 -----(!, 2 ALL ALUMINUM EXTRUSIONS 10 BE WO-IR ALLOY AND HEMPEN (UNLESS OTHERWISE NOTED) SEE SHEET 2 CU CD_ � - /"*-20,1/., w0ce I to) ANCHORS 5sAi a INSTALLED FOLLOMOOG ALL OF DiE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURIER C_ Cz C _1_­`0 N/A N/911 NIA Nl/* N/A 12 I/v 2 9/16' M?,,� �,/It-­Zwp. I- ­(D - �`, AU ALUMINUM SHEET METAL USED AT GLOSURES SHALL HAVE S105-HI14 ALUM a PAWL$ WAY AM BE TISTALLED, HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THIROUIGH 6 fCHfETS 4 �- _0 - (n < I - N/A It" v (BOTTOM) - AN COON I AV, SCOOM Ol . 4166.0, -75.Z __ - - ___ - - ,I Ops, - STEP A MD. W/ 'W/32 ,/ - ­�_ 4 ALL STEEL 54CE1 METAL PANELS SHALT, HAVE STRUCTURAL DUALITY STEEL, WIN 01-OS3 GRACE 60 "NALIM. G-60 GALVANIZED - - -_ - __��_ . 70' OR LESS III w 0 CLASS R 7/11 I - THROL)GH 5) EXCF-P- THAT HEAOCIRS(D & 0 SHALL NOT RE USES. f I N/A , 0 1/2" N/A 4 1/2� N/A 1 4 1/2* N/A - SEPARNIEK, - y!.*.-2o.zvi,. - 2 S wp/S #,,3/aiI , 8j*., 12 o.e � ?/A- W, . _ 3' (TOP) To GLASS OR - Y­ 4 N'.' N iv� NUT 0 , I 9 t STEEL, OM014MN W/FY- 92.2 im (AFTER ROLUEDk. - Me wr a EVER, I'VEROLAP, 9, IT SHALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WRI 'SHUTTER IS TO BE 2- __ 9 1/2- N/A I 9 1/2- N/A 3' (BUFTE,M) MOY OVERLAP � _. 1 SVPVAITON- 1 ��r GIL, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCREIL BLOCK ON WOW FRAME N/A ' 12* N�A ", 9 I t I I_ __ - - I/4*.-OC,3/.' TO tsASS_ 1 Z�4't­20.31A' 8 5. ALL SCREWS To Pit STAINLESS STEEI_ 304 OR, 3tS JUSI SERIES OR CORROSION RESIVANT COATED CARBON STEEL As PER DIN CM TO INSURE PROPER ANCHOW --- - 1�1 i I 2 : Ai Sc I ­ �_ � 11 50018 W/ 51, k.i YIELD STRENGTH AMC, So " TENMLE STRENGTH AND SHAM-1 COMPLY W/ FLORIDA BUILDING CODE SECTION 1 12' N/A 1 1 2r- N/A 12* _T_ N/A 4, (TOP) .__ ___1 �i 7 --� , 6 i , --TIA 12- - , I SEP.R11DAY - w 3 -." � 2111�3�4.0 10 EACH REGULAR S70RU PANEL WMi LENGTHS CAR 90l AS PER SECTIONS 1. 2, 4, 5, & AND ALTERNA-fivEs IW, JW Ok *W ON I i I 9 - - - ---,L-- - 1 _2 �/16' M. NOR, . SHEETS 4, 5. 6 As 7 RESPECTWCLY� SHALL HAVE A LEC46LE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 9 1/2- - _� I -,- - ­ ­ M"'W I 6 HOLM- To a ASTM A-"7 GALVANI,�ED STEEL OR AIM �304 SERIES STAWLESS STEEL WITH 36 ksI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE PUNFORCEMENT DURING FERODS OF HURRCANE WARNING 1 12- 1 6- I I,. _12- __71T� I 12- W 1 A- (BOTTOM) 1. ; I - TO G,ASO, I EVERY OVERLAP 1 I p ! I - - ­­ I ­111 - 9 I * LHARED To PALO P.I. KS.D. DEGIGN PRESSURE RATING _J__ � d I I � I J - it -.! i -if' ] 7 ANCHORS TO WALL SR&L HE AS POLLOWS4 It. THE INSTALLATION CONTRACTOR �S TO SEAL/CAULX ALL SHUTTER MUPOWNT EDGES WHICH REMAIN IN CONTINUOUS CONTACT W4H I I.0 � , 11 i I � I i THE BUAL40,10 TO PREVENT WINDi INTRUSKIN `P , 9 � I l,� . �` I! I - - 15 (A) BLx­XW_W_eU0M_CCHMM i , ,�_ .,I -, - tlrf TAINCON, ANCHORS AS M&NUFACTIRED BY I,T.OL BUTLOM INC, iMitti 1'-5N92 p...1) STOW PANIDL S A SEE SHEET A6 FOR ANCHORS TYPE & SPACING MR INSTALLATIONS ROD WOW + REWRIE!! TLOK, MIAROCE 9MEEN BOTTOM OF PANEL I T - � e - , _1 I 4 ,11ITSIALLAtION SHALL COMPLY WITH SPECH ININCATO IN THIS ORAVANG PLUS ANY BUILDING AND ZONING REGULAIFOW FRAME BUJILDINS, AND (2) TO BE: 1/2" 1 J, Ig I ,� - '. . . , i - - 11 ;. I ! - 114 0 x I/8' CW-IN ANCHORS, AS MANUFACTURED BY VEWALT INC ­tE JURISDICTION WHERE PERM" IS APPLIED TO, MANIMUM ANCHOR SPACINGS AND 04MUM EDGE INSTANCE ARE VOCATED ON THM I 0 � I V., AN, - I 2 I � J (o) THIS PRODUCT EVALUXTION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS OtNERIC AND DOES NUT PROVIDE INFORMATION SCHEDULE, MR ED LETS THAN INDICAM ON SCHEDULE REDUCE ANCHOR SPACING , I 'Y1. 2%, ni - tO/4'# , 1/4' SOLO-Stit ANCHORS� AS UTSTICKERLITC0 BY ALI POINT SCREW. SOLT & SPECIALTY CC, . , , It! , - wt�, f,-30W P-l') By MULTIPLYING SPACING SHOWN ON SCHEDULE 8V THE F&"MMG FACTOft FOR 9:�j I./:_ ��. 1, ." :� ,/w./Xi- � gg ; 1 1 , FOR A MME SPECIFIC PRi ,t WHERE THE SHE CONDITIONS DEVIATE FROM T,,I� P.EO � I I � - � -It ON THIS OPERATION 10 BE POSIONILE, RUAKID SPACING OBTAINED USIAKI FACTOR SHAJLi I �� 1. _� , a C, I I , - . JlA - to PANELMATE FEMALE 10 a PANOLVATE PLUS ANCHORS, AS MAMOFACFURCD BY ELCU CONS, XTI PRODUCTS- - - (2, M.j -A A I - I I I - ,,-.,-,-.' 'I - 1/4-0 ZAM4C "UN AIMCHORS� AS MANUFACTURED By DIEWALT, INC (h) CWMAC70R To BE HuspoOOSIFILE FOR THE SELECTION, PURCHASE AND 11STAUATION INCLUDING LIFE SAFETY OF THIS PRODUCT ,N� LtIwox, ___ /. . I , - I I �� - I - . l. ; s A 1) MINIMUM EM DMENT OF TAFCON ANCHORS IWO POURED CONCRETE SHAILL BE 1 3/-"; 2" FOR ELCO, PAKELMATF AND BASED (A THIS P,E.D. PROVIDED HE/SHE DOES NOT DEVIATE- FROM THE CONOTTIONS DETAILED ON THIS DOCUMENT 1/4-. 1/4'. i Ile* ++ REOUIRES M­ DISTANCE BETWEEN � ;�J,.'. 'ANLIJ"TE IVAIE ID I - I �, HE CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY _qvItl -w ,O/,.- - -H,�, - , 11 NELMAM P'.1 W/ - , 3/4, FOR ZAMAC NAIUN ANCHORS, AMONOR TOE .1 . , -� I t ,P!� , -, rAPCQ* - - AND TO HE., 3/w ; , . P,;4 -­ >,2-.- __ j � 7 � I xiiwaaf ._� � , , - ` ___� , *k � @ 0 L .. 11 t. - I-- a � - --I I/A-1-20,3/1' " I PRODUCT EVALUATION DOCINENT WILL BE CONSIDERED MAUD If MOWIED W70M OF PAME,kL �. _Ii,�Z_ - _-] WINOMILIM SPACING INDICATM FOR EACH &W" TYPE AT 1/1-1--O --- - I - I, * Ole - NOT BE LESS �i r J.______] ! I- - � --- __ 1 ------- I-.-- 1 t - I !! ] I, I I I . 3,(l r _ Mwo - _�� _1 . NWAISCIRVii M .- - - i ./ 19". ZKt' WANG (t) THIS Mo., NOTE ,A OuLoOT) "VIEWITIAHO ,2 t/2 . oc I /�y wM. JACHOR, WACNO (ko 3 ll 3 2 ,/2 1 , 4 � I, 14 � Al2) CALK-tH & SCUD -SET ANCHORS 514411 fit EMMIGGED 7/8- INTO IMF POURED CONORTW NO EMBEDMENT INTO - __ � i� V4,. LAD SORM a OF` Ole, w/1 2U�'W . � i L �/f . I � , ,_� I I � - . VAROPTAMO, . .4 j ,,, 1� =01 I . 4 go � M � _., -, /A' SAIJ/ , , ./� -­v_wTzx , STUCCO SHALL BE PERMITTED. T/4' 9�20 SCREWS USED &MILL BE 1 4/2" LONG MINQUM SHOULD STUCCO EXIST, ,`4) SITE SPECIFIC PROVECIB SHALL BE PREPARED BY A FLORIDA REGISTERED EXCONEER OR AIRCIT55CT WHICH WILL BECOME THE FOR WALLS *IT", fit STUCCO, AND MAY 01 HCOM SCREWS GOT ALL THREADED SCREAPE W/O HEAD, COMINEER OF RECOROO ,,'E-O_R) FOR THE PROJECT AT40 W14Q W41l BE RESPONSIBLE FOR 714E . --.!-- __1 __ -i- ­11 '21" � 1, "I 7/0-041w -T VATH wN4NNUES, PROPER USE OF THE PED, ENGINEER OV FTECORD� ACTING AS A OW-GATIED ENGINEER TO T)YE IT- MNA D.WA 0P* (P) litIl4lIN"1011, ;Wr V ;XIM2Z ; FAT on 04 I , �V, I , � Mo I' wumv �' 4 1 J�H 'A-'. MO- I'IL-,. w 7 11 DAA . D, � . Ff *1 -1 1� 1 , 6f, ., �J. 6L , 0 12 0 11 . , I -,. 41 N1I11IT11`oj`4t*l T , �i, 64 CS REW "K EA pa w"M � III" _R '= I I., " � ; � , . . X,3) IN CASE T)'AT PRECAST STONE. PIRDeii CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS SE, FOUND ON THE P,f 0 ENGINEER, SHALL SURMIT 'TO , HIM LATTER TMr, SHE sTRIO FIT IS *IN FOR Irk LAO SCFW" a a I/ A LAD 9 , I `,, ' 14 HE __ .; 1111;02 . .4 ttioumn UUN Of Ii 1 T/2- .35 - - - 2-A � , wl,,i� FHAVIDID 2w, 0 = "M A6. EXISTINC WALL OR FLOOR, ANCwOR!j SMALL at LONG ENOW, TO TRACK THE MAIN STRUMIRE 801100 BUT], PANELS (V, , 5 RED. SHAL-L BEAR I . WE AND ORIGINAL SE& AND SOHNATUHN, OF THE PROFESSIONAL - - == ;XQUAR, *01 -,NQNEER OF RECORD TIULT PREPARED IT 2 'Ir - - - - FLAT OR ON ME AUERNATIVE 2':w �. ANCHORAGE SHALL. BE AS MENTIONED IN M) AND IN &2)� I - 1/4'.." i I ,� FIT OR C. Ott ------- �:_ - SCALE � i � I - 1PIL"Al O"g;ILWO01: FILAT 3 I/ - ,,eO ALTEnum i 'Aw - - � � � � � ­., - III) io-PYON�-QDWA93L-Aoc;"&L-Auts'--w 34 SHUTEM MANUrAMRER'S LABEL. SHAILL BE LOCATED ON A READILY VINBLE LOCATION AT STORM � I PANEL SH IN ACCORDANCE WITH SECTION 170M.2 OF FLORIDA BUILDING CODE ONE LABEL 1 _2- SCJ�Lf 1/4--l- 1 , "l , But Q MQU14TING - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED rft I T W BUILW4. INC. SHALL SEUTTER 'DIMPLY WITU SECM.N 1709-9.3 Or THE I . 11 PLACED FOR EVERY OPEMIMC LABELING TO ?, I � � I MLWAIM - 1/4' 0 . 7,18* CALX-IN ANCHORS, AS M.&NUFACTLIRED BY OtWALt, 91C. FLORIDA BUILDING CODE I __� , ^ ­110- _ 10 - SOLID -5, AS DISTROJIV) BY ALL POINT SEA W, 8 LT & SPECII&TY CO b2=1 ELM TO CE - I - 1/4 A _VA -SET ANCHOR IV 0 " -1 .,;-, ALTERNATM 4"W - #14-10 PANEUMAIE FEMALE to AND PANE1.100TE PLUS ANCHORS, AS MANUFACTURED W ELOC CONSTRUCTION PH% '01001101"', I INVALLATION!, ARE ONLY VAUD FOR BUILDINGS SIGN LOADS �r 1HEAUAM SCAIE 1/.�_t' " itIWO111144, MTN A,SC, �� - ,%, "'HHOINUIN, NATIVE S"W - I/v ot,W� �:. N4/111� L,oAvi� N, TILt V- 70 .66 0, -7S,3 Pit AND PANEL'S LENGIN UP TO V- LO , � 04,�_' 0 TAMAD NAJUN ANCHORS, AS MANUFACTURED BY DEWALT, IONIC ., 'po' �, S. 1, ., B, �) YEWMU EMBEDMENT OF TAPCON ANCHOR5. ELM PANELMATIES AND ZAMAC NNUN ANCHOR. it" IN . �.` EN � , ,swittPIAO . � ,�i� k r4f,i " � - 1� ..­ ;;N. Z Too NEW M FRAME CONSTRILICYCK, WOOD ADJOREWS to BE SOUTHERN � �� , !;��! ­­' -, 'I , IN", � � �,,;,�'- � - - --A I �__4 - _iF - , V . S�G , % FLORIDA OUILDIN17 CODE (Non High Velocity NOV cane 2ono) "I .., I'VIWIS , �IME N.. SPECIFIC DENSITY OF Q,S!� OR EGEA4 ,� " " , e .... �,Nr �T - j I -I- - -_ ��, - -I' � 1, ,fjv4.1\ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) VJOCK VNIT SHALL HE I 1/4', : . ' S -_ ff - .- t FLORIDA BUILDING CODE (High Voto"clify Hu loans Zone), , I — � j. W,44 67 .M. IACOFO� w 24 GAGE attiVANIZED, STEEL STORM PANEL F"� � ,� - I NOTE V, 1 0.2) CALK-44 & SOUD-SET ANCHORS SHALL HE EMBEDDED 7/0' PM TwE tONCREXTE BLOCK UNR. N�O ,I PIANO, " Z : NO, I '. a Piazt, "Jusal Oic, " . E I'QOx "LtEm .C. 11 __ = . E 20 GAGE GALVANIZED STEEL STORM PANEL = , :*= 20 "GE GALVANIZED STEEL STORM PAN STUCCO SHALL BE PERIATTIM 1/4- S­,20 SCREWS USED SHALL HE t t/2- LONG M141MVM S�ot,u 0 "IV, * - ?/V/= - 1. I DO" Er. HISAP&I - * .. I = L. I DOAOA� W AND I' MINIMUM FOR WALLS WITH No STUCCO. - - '�v - . � * � . S 1% STATE ­­ - / IILIECO..- \ GLOBAL PROTECTION MDUCTS, LLC, ' * a *_ . = - . F , UATL S -d'. allwAn 1=311 _1111z�� p &AS Of -- ��,� , '�E ' ­r � & E"M� COMPANY. = *' * . 11 $ A' .A."11AM ,.IN _ GO, , EO EST= R,MALLA �1.1, _ ANDWAVABD % -� 4, `sO0O Ise III TPW � , ST .. I, l'- 2. �__ __ _0�__, - PROTECTION PRODUCTS. LLC. - - - - -1 � . 11 � <. __ GLOBAL PROTECTION PRODUCTS, LLC 1 '""OOV"N"D a. IN) IN, CASE T`(AT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUOM OR WOOD SOAFM HE FOUMW A� 0 A I ". -%,. - .r.t,_ - � I `PVOA Wf I _11, -, ­;!� - - I / IMECO,... \ GLOBAL AM S... 5, STIVET OATI, _ �. �� , - � AlOt &. S, vwM 1 D"__E EXIVINO WALL, ANCHORS VTALL Or- LONG ENOUGH TO REACH THE MAN STRUCTURE BE14IND SUCH PA .. ­ , - I . L - I- AM .Ktmi, ,�SHHHNOO­�4 ,AA,, ,.M"' 20-175 S70'. R%51? _A~ �� On gaNtais§= OF �n,_, ly, ��:_ , X_ CAVE. F, ANCHORACE SHALL BE AS MENTIONED " Eir') AND IN EL2) N,,j"1p1,UNA , 2A V.. - ;",) V W ?_� P. = A 2 'l _ MAU,CON,Fuw,.TAlz - - - I !!"`_ - � , " 1e^ IT III SHOO..."AH, .P.NY OVME. , .1. C'S. MEMAH, �"­�i�L I - , ,,"'NE'. . )M-ISW 1AX CA!"Oft's-'sn" 20-176 lop III, BOTTOM MONATIONOS a '­,�,vSit" / _.­,_z_ _.u". '.GNE, o�")O"-131-1 Z, DIO.pitio-itm 0-176 #$Hill I I IRAITT , W Is 1.1.71, zV:..?!=. - A., _1 - I - as,APPO, ., WA, to S�P ,aOY IUMAL,AT 'OROOOM ""?N � - - � - - !M.1 � � i N _, P, KIM,. � v ± - � .17 " G ZADILLI 1/4, . 11 ION 101,04 a -VOW'. __ __ - M&M ! . - I I I "' O'... * xC '1��,,,,, " a � W;:t ';:�� - - ITM : Silur" TRICIIS NUT �,Iow A- SOAVIww"w"Tts "­_�,E il URE1. � CA-DOW'S - . - I No" CLARTY , - , M* � ift Plur �4, It --i-f, .0 ILI. F" --------------- �_ OHM 215 . n __ - wAllu . YOU, j" I . ?K zf,. - -_ w1_4 _ - , I I ­r . - 60A 1 67 - I � I , _ . . I . FLORIDA I,C, 4 4.1L A I � pqfo .7.-..] 1 1 1 1 w - -111, I I I Mi -RE mhmlllt�cl COMMON ­ 1/4 3/4, 4/5, 5/5 & 6/5 --- ,- -_ , - I - 11 P;!TM Ed I11W I 1 +2,/4 1 INSTALLATION DETAILS FOR REGULAR PANEL -CV COMPONENTS FOR ROME, UEE SAEED & E-Z HANQ SIM PANELMIEMS LF-NnTI4 "Lw SCHEDIIIE ONLY FOR REWLAR STORM ANCHORS (SEE SCHEDULE ON 61 2W/6, 3W/7 & 4W/7 I 5IRUCTURES 11111111111111111 (SCALE 112-1 -) I PANM INSIAUATION INTO ITUREQ CONCRETE, CONOETE BLOCK A WD00 W 3' MM______,____. ____ _ __ __ __ _ ,------. I I- r MAX INIQ .-EQURED 9ONCRETE OR ONCRETE BLOCK : 11 -_ SHEETS 9. 10 OTT I) - _____1 1, MON-1 . I I I- MIN 1 . 7 1 w_/_ . ILI ____ .________________ -_ _ - -15.IW (7CRAL WWH) ­­- -------- _________________ - SINQLE PANEUCTI 6 0 1 0 ! I _,_.__2,I"r___ - I a ED CON _O STING � - , O� CONG= CONCRETE \ __ -1 -­ i I - ­103" i t�4**­2001-' END WMK IMCKS Z - X. Q & a QR - ___I� iT � __1nM.w BLOCK CRETE �� DOM - I ; - - __ I---- - ___ - __ - __ .-I 2$W (EFFECTIVE WIDTH) - --- ---- - - --- --- - . 2 __ 12IHvF7 . D. M.Iffl I n3 ,_ n4. I '-I' - -1 - ­ - I- -1 - -, - r- - r -T - � -r- - T­ T 7 �_ - - -, - -, - r- -r- -i I �', ____ I F � -.1 fITOUR" X,��t, RECILAIREE, ; O I- - ` - , - - - - L"Ch-00i" I I I � I I I _� L ­ I i`1v � � 0 (�), @. , I r , 7 �'_ ­_ -__ .. .... $ I/.. (jYP.)'-­­- ' � ­1 �, I � ,374- .1 25' ' A= ; "'14- TRACU ' ,2) OR (83 * - CONCRETE ANCHORS �;i;?, CONCRETE ANCHORS I - : _� � � 1 1 1 r -7-1 --,,,,,-If! I ; � (SEE - _ � (SEE SCHEDULE ON ,,Il;�* I EXISTING POURED I _ � � (13OR a I 2 1 , , ­ i I I .. I � ; SHMETS 9 THROUGH SHEETS ,� .I- C2) CONCRETE OR III �1, CONCRETE BILO ,. L � -1 MAXIMUM Asou, � I "k ; RECHARRED, I . 1 V4� I - MAXIMUM &S.D. , I I I I I 9 I- - - �A, "". -1 I ') MAV obLIS I � I— __ I '81. L+* OR HL-" (fi) 9 "L+" OR %-' (ft.) 0 i I I I I i) I - I I � _31i's- CONCRETE CONCRETE & WOOD I I 1 1 i I " , .1 u 1/4' ,1/4' (4 -1 W,V 0 6 1/4� 09 V ,I, (6 1 ,- N �, " � , , , DESIGN L"IL -- LJ --- I-- - 111+1 --- � _­­- 'A I -, " � I PR DESIGN r, ____ , .1 , I---.+- ­ ______­­_­­_- --"-"'- I r,V " I .� 'x 21 , , 11 , INSTAUATIONS t PRESSURE PAYING . ____ ­ - I I- ­ ___­ I---- -, '; I i I 1 ._ll,�;.g CONCRETE ANCHORS , , 0 1 '7 & wow vIS'ALLA-M I '�, I 'I. I � 71 , I 11 0 -, -,1.3w-- - t=^ - ,�, 1 -, � l2w, - loo* : IIW4, - -096, - ""I'll-) (�), @ .109 I "'T i� __ I ,;,,�_ ­1Z, . , r , : p 10 ; (MAY HE MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH ,I , I I - --i- I I `wp � .. 1-1114'.1­1 1 1 � f i HEWED IS I � 1 1 - 1, ­ I , -_ , - - - - - - I I % , ss" I � , _ , -MAX ., + ,. ,---- _ - __ I , ­_ 11--­­ EDGE TYR 1 .054, - ­1 -_ ­­ ­­_ - - ,- (SEE SCHEDULE W I 0 t I E, "CIV I (� (P-J) I, -, -) ___ __ _111 �` ., I--- I- � -- - I s _11- . . 2.125 - - - 1.11, , 11 � --- -f. 1 - I � I �:N"11"` � SHEETS 9 THROUGH 10) cm _� - ' I_ � ___j ._�t!__A .- _ , I - -) __L+ -1 _#1, �___ I I I ,; I � �� 11-1 I �' i 90 ,--�,2 i I -= = - ' _� .08-- L ­ F5 W, , ___��O . 12'-U' 2�-V* 2010 14�4, ?3,-O- 1 _­ _ _ , -­ __ I --- - ­ I i I . - - N , I i I M Out -= - -DETAIL A 48, CTYP-) . __L _ _J__+� I � I 11 -�A , OF ­_­ __ - -TYv;,.) Jac W-0 1 1,-r 26-0 -12-10- _f�-Y- : i I wl � > LAJ __ - L� - - ,_L _ I i [ I I ;_ - s = - --- ­ !__1 - 1. O - - _4V__ -71, "w. T SMRM PANE F __,,,,. - iI�ET A. A- L.- _ -- 2.000' 1, 11�0- W-r - , 1 41 - - i i - [ I - A -;- i� - - - I 1 % _C1 ) FINT - : I- ! .-01, _= = PANELS SHALL, BE PIWALM ALWAYS - ______E.O w-a- ,D�S­ _____:2�a _ I I t __ -1 I -.11 - tEt TM PANE1_S.*/d40-,2OF�1 ; i I 010, - � i_- C= , UNBOLTED PANELS / 0 EHLAP ­ 1 I FROM LEFT To W44T V/ 112- LEG (�) !r J& 0 _!_0t_1o*_ __.Lvi__e ___2�0_ ._L9L__10 __L__1r V - I i _CL ,.B, Sto " I 0 1 � � I !z 6 � ISE SECTIONS AS � ' I �� -, *!;E: o '�' i C�2 ?0,- T, I I I r t - - __ - - - 4/. io r , W, -1. 40,0 -1. 9�21 APPLICABLE) I -11-1 I --- 414­­ I, 4l__ I _ A, ., I -S Cc . � ____ , I __­L­_­ -_ 1,11i i � -= LA , I --- -_ - Mr, - T", -11 = " i'! Zia- -7-4;­ -&C-sr - I SEPARATION - - `%, AT ENO AT LEFT SIDE OF PANEL 11 , (�) AAH" Eau _j&t&K (�) ANPLE WITH =0 lose __ 4wo­_ __;7_­O- —Or_r__ i � I I (SM SECTIM I 0" _, � ,," j -I., 1. 4 SEPARATION i I I I x - >I, - - ...... - -.-- 1, � - � I TO cues. TO GLASS. I � COX HOR HAND. I ..; = CA- , , � �__ - TOP EDGE - - I "I � I 1, 'IL I r I � 11.1 7.1:1-1 A SET SCHIEDULEj I ,TV - - � -_ ii -8) Avla�,qq,41 ""'. / or PANEL 6 024 * (M�4,) Soc q'-s' 8,­i�­ 01-2 I ­ - I i , J -] ,I t I . I I 1 , 4,A, 1 1 - I -] , I w (SEE sew-wil `L, Mo., I 00H 00 r .u) ___!�_�:__ � I 11 I - ­ �--- I � I oQ "g g _% L I GALVANCIED STEEL ___ ­ ____!!� 0 _1� S , ON PANEL LPNOT14 it ( I i - M (= - ___ __­___ � I I It. I 1 _­;_970- "I I I 1 I I I , " 11 - -, .O __ 1__' -� I a 81-51 1 1 1 EXISO, 4 � W1 MEMMED EDOE L, _� - M*7 Y __ __ -.--- ___ ____E�M_1_ __ I I I I . � 1 7 i - _11. 'L, At- ItAki SEPARAIRMI ,L. -�� PANEL. 0 Ir-J. � 1 i _, �,�,_ I I � I's I � , I I ill I t I TO GLASS I 4 PANEL LENGTH � - -- ic r Mo -i-F- I 'I I I � I I (SEE SCHEDULE i l I On � I ) .1-7* W, _8:___0_, -, i I I i 1 � I _ - (IN SHUT 3) p I PANEL LENGTH [SEE SCHEDULE ,�, . i I 11 I ON SHEET 3) & 1�1�1_111 � - . . I _-2ii- _;­iF , _T_�;_ ___� �o 7--s- fi�yf- . ! t ; I (SEE SO EDULE VIN � I .- i . I - -16 � l ON SHEET 3) T; =_1U`1 ; I -a ,- , (SEE SCHEDULE 11 I ,----v -- -1 - I - I I - ",__ I � - ----, i , i 1 1 I i I ' > 1. -CS. �_ ---i �G --- -- - k_­O­_ - _;C;;­, &S'a r-a- I I I I 1 1 1 I i I I I t ` - _X ,Fj , -2* 1 -_ - - ,� , rL : 1 1133*, f 7,10' � , l� - � ___ _z:__ I I CONCRETE A14CHDRS ft - 41 - - 1- : �, 3: QJ ` --'-I � -_ - __ . � '00 375 IL250 - [).M.'o. (D, i , - - . - I j1L -1� " N � - - = I : r� I - - -, - - - , - - I .�i SHEETS 9 THROWN H -101 i 4 i [ ,C I I ,2! J= ----,-, _­ __ I .��, G. I 0 , -0 0 -2- 6--s- -,- , a�; 0 !wx 1 I . , I or 17 i G - t-, .�E I 1111111111111111111111 I Ill I I - I - To CONCRETE I �N/A 7- 4. 1 ,. S. i I I I'll A-'T"p, , A. �(T) I) - , i � [�i :��!�, I F -, _-3-i". -1 I N I I I - 14-1-41111- - __il�t 4 _1\ uil � - I I // __ - - .__ ,. , - _�5 ­L� 4 1 la- . _, j , V=19 _­41�4 i I : -L> ,.6, 1, ,_i -, 1 5 - _�_ __f_L__ - - --I:-- ED ' 1 -.-- _� ...... u� '02'. 80.0 11-1. 6�_71 Sao ?*-O* 11-1. or � --- " , "I - I t w .i Cc I - MAY, _ _ � , ___�,� __r_:F_ _��_ ­7__4�_ - I" wOu I 1 7' ­ , 4- 1 : 50% � , . l­ __ zu I' __ - - , - 1 7P-) @ 9 _,.y Mi L _ , __� �� MAX ?�.' : , ­ I Z-J:4L_-:,�aG- \�y(l� OR (y)t lt%o i/4 "' I -_ I OF 'L7 __11sjr._1___1 3: - ISOMETRIC VIEW RETAI '1331, SO- O T� 4- �,. - �- �-, I------ ___ __ _____ ____ ____ ­_ I 'N , i � M It" _� 90`0 -11 MLO z'_ , = .2! is� ­ - 2.2bo, L A , - _,;� , �_ �S_ I 0. Ora4l '. 11 '. Lt's. 2/4 1 Wj6 3/4, 4/5, 5/5 & 6/5 � f _vW.M. i '4�,,'�_-":','."i,',�,, I i �i�",'�� 1 � - 4' __ I j .1 // - 'IQ" �_, ul I- ___ ____ L* � 2W/6� 3W/7 & 4W/7 , , -',',','�,',,,i�,',',, i � � 450 ROUNDED CORNER 0 ENDS OF PANIEL'S � l I . i i . i [ 0 - >. '= 9 LWL'o 61 6, 0, -_ ­ - -7- I ­C_ - -ANCHORS (SIEF SCHEDULE ON SHEETS 0, 10 &IIl-­­­- � - ----! i I I . MOA. .080, No 011-T ; I I � , , - - I - - J. L_ 1-1, i ED. K �,:- �, I , ;-,— --To'c* _­ __�_3:__ ­z�_-7-- Lo. 10 , ,12 I �� = .= Z., .375 � PMrA&J _j_ w-v-1 ',',"�`,'-.�,', 1/2- --- - - --- . I . - I ., � "� ,I&. On -a = I : TY". sorm" * - REGULAR 519RM PANELd) ELKYATION I L ", ��: -11 6I ,,,� ". I 000 ---t 10.0 � -1 I I A - ... ,,,, I I . __ END LIP W/ REMMED EDGE. I_ , � ,"54 712i; - I i I I V�a " i i I 4 I i-2.3?8 �NTS) - IL­1� 4 L . I r EDGE DO PANEL 'a - I. _� , - 14' M­ CAP .l5 _g L� � I I_ -_ - 1 ,I 2.5w 1 , _____ ---!!- N.T.S. r__ �,,l I - a 12 1/2- D.0 ( - ( ,7 1 $._r - - 2-68 � , ,I- �� ­_ ::: I I A-- APPLICABLE) = r= 0 - - I= _q .1 "-I 7* - _�� r ,7� ,, - -0 C OR �� - iD57* ja D KEY HOLE WASHER (�) — (MIN. OVERLAP -1 IMIDLE ARIZ) J I � _��,' I I.N11 'AASINDI, HEAD I BLOCK I CONCRETE ARCH 11 -!B CD Typl) + \ 3105-14164 ALUM. ALLOY KEY HOLE AT PANE - 7W*- PI-16* -ris a - 1 4�10- 1 __ ; - I _112 w --I W , 6 - - . . I " , ; - 42 C) I- _., __�_4__i_� —_ ___J .Ci� ; -_ j L _ - ,/A- ­1 ". " Iq Na, REOUREX). I'll a (SEE SCHEDULE MON ' - - __j - I I I 'I ., - ,To$ __ - ______ - - _E�� , - __ I I � __ I - I I— 1 3. .SEE SHEET 6 FOR ADIXINGIA I - 1. _� -1 - _\ __"?.�, , 0 ,;'/V Ox SHIEEIS 9 THROUGH - I --i 2.12", -1 . .8 '�'. cw�s /110`\ /`MO\ /111 , - �40 ONLY 12 3.750 2 . - 1 .1501- S W %aw LENGTH is I j-� 'IF /"W\ I I I WHEN .072* -C - � � _7 IT'., I _­ �,�-',.* -_ I N AN � . - - A25 _ WAY VAUD FOR INSTALLATIONS Mo I I \--/ \-,/ \--/ �� LED LOCATION CALK -IN AN I . I _ I � C4� ARE tsw Or wl - EXISTING POURED CONCRETE � I . ,� ".) wow STRUCTURES muwm SEPARATION Tv GLASS SCHEDULE MAX. 00 \_T�l I \_r/1 I � I I .. 'w - j � I . OR CONCRETE BLOCK � --- "'I I.zio- I-,-, (�) 4 15) ALTERNATE CoMi , PAMELMATIES ANCHO REOUIRE1 � _ - CRETE CONCRETE ANCH R ARE USED, t_ I MAXILESM , t 1 AIMIMUM WIND SPEED 4 17C IP�plh WIND SPEED > 170 .P.h __01 NITIS. ANCHORS __0-1115-1Mr-1114DLv1rR90U"O� STAGGERED W/ OsTI1 - 1, 11� ,.750 PANEL LENGTH I - I E�_ __ " - - __ I ­- I A L-il'aw .- - - _011m, 2. 00 ��-. L-_MPA,NED RESTRAIN (SEE SCHEDULE ON , __ I (SEE SCHEDULE ON 19T ? ___ .1 2SY Doe " uw� 1 � SHEETS 9 THROWN 10) VMS 9 rMHowo 10) , 12RDYM ­­ � (TYP.)i i 30 OR LESS I' I . 6' 6 Ile (1) L+� MAXMUM ALLOWABLE PANEL L04M FOR A DARK POSTIM ASM, DES" 1400� '- � 2,5411' `�118 .0 I I i I -.- - i I L-_ MAIL ALLOWABLE PANEL LENGTH FOR A DOWN NEGATIVE A,Sa, DESIGN LOAD. .050 L_ -,I I LOW 250' - (�) BEL 'If HEADER @) *U* HEADER 0 I I.- L, I iF4.) ,33 70 90 I. I. 7 112, 7 1/2' Elt) PROOEMOTE TO DETERMINE MAVItAIN PANEL UNCift - - ­ ---I' MIN- To 5, M­ ----- ' . ____1 CAAN A POSITIVE ASO. OEM LOAD. DETERMINE MAXIMUM PAND. LENGTH 'L+* FROM SCHEDULE. r t>90 -TO "S -,. 1 7 !/I- I 1/1 GIVEN A NEGATIVE A.SC_ DEVON LOAD. DETERMINE MAXIMUM PANEL LENGTH `L� FROM SCHEDULE. - -_ 21000- - - FINAL MAMMUM ALLOWABLE PANEL LENGTH IS EQUAL TO -,I* WIN DETERMINED PANEL LENGFI BUILD INQ WALL MOUHUNG 4 DIRECT MQUE (R SLEEME J' M nio � I I L I' , 7 1/2' BETWEEN 'L.' AM 'L-*. vaAff"M M&M ANGLE . J��) SEE SCHEDULE BELOW MR W PANEL UN014 FOR POROSITY QUAILIFICATION, I . . 99p -- 'a, . �_- - - - 3.00O` - Z iw-- low% HAINA", u, _A:_� QN PAN HANGE .............. � _nMr1frruw t INW&OATIONS 04TO WOOD ARE LIMITED TO ,, 95 P..t MAN, A-SOL DESIGN PRESSISRE RATRIO SCALE 3/9-1 SCALE 3/8-1 1 1 , 1 !�7-�',,ilou. Io,,O�`�� RoN, �1�� . -- - J v - 1i 4__ ,. . I - - _' (USE ONLY IFOR E-Z HMO STORM PANEL , . 00im-wT ,F" 0, 10 & 11 FOR M?X+ &54. DEMON LOADS & MAX, PANEL LENGTHS FOR I i"'HINNAN", - I ; --- -�ns- 1-l., I'D A 5 . 'r TRACK WILD -OUT i I -1 AID MIN - fi��.-`�NCEN$j--.'(f� i SYSTEM) 6063-T6 ALUM, ALLOY DIRECT W .U. T F. �,, TRACK �� .Mt,4 . _M SPACES a is LOSE0. e�� �:.!R , TOP r . I - I- 1� . I's MOUNT HEADER HEADS. 5 t;6 TRACK ANGLE A0 �. - ". v Fill . I.. r I ANGLE I . HOT" 11 A 1 1.1251- 1 8! r , *,. x BOTTOM =141,, I W.01M.6 - ., . FLORIDA BUILDING CODE �(Non High Velocity Wii tons Zone) . CODE (Nori High Velocity 14AJ Gang zors)l . 11 7N Dq56)MNi ___ - "i *; 4F .. ',T� 1. -- - I --- ----i. _� , _V/ Z .* No. 44167 - - FLORIDA BUILDING CODE (Non High.VillOotty Mu cane zone)f C, 141 __.�, FLORIDA BUILDING Doti � ' 2w * ; * z F.F - DIRECT MOUNT 46, 1. '. ,� w 60, 1 w - : .. S .10211 1117196C. 0& F.pI f - I 62CROO MTM � TA DISS' Z . T Mi' ,;�. -�. - � a I tim "LIDIX, - � � . z I S : O� 4167 ' OO ,1,201* 1 t -----, - L Z . , 4t 24 GAGE GALVANIZED STEEL STORM PANEL �*. 4418 24 GAGE GALVANIZED STEEL STORM PANEL . 24 GAGE GALVANIZED STEEL STORM PANEL I - _? i, `_ STATE OF .. , TT DRAWN a, Or#*. III, I —_ ____ __ . _____ ___ I . B * F --- - AV 32' 1 32' 32' 42* 30' 38- . . z . -, Trip ) , k- . 4 "S-Xi W STUD I = * - MIRINATTO -SECTION& =*i * . * f- - ,I v,,/"/vov 3 'r TRACK - w 32' 1 32- ' 0,,r GLOBAL PROTECTION PRODUCTS, I.I.C. ' E.O. - EDGE DISTANCE \ GLOBAL PROTECTION PRODUCTS, LLC u,m I _' ____ SHE SE MIMS __ - � . - 0/27,11019 _ _ _ S, -�,6,'�% TATE OF Z: �'__ � . . � A1100"'51. , DATE tM SCHEDULE ON 'LOP & BOTTOM MOUNTINGS CAN BE -- ­ ­ - - g � A&DO &W, 5, Sew , GLOBAL PROTECMN PRODUCTS. I.I.C. .It. __ __ �— !�-.. ;��� ,� I L - a' � ,J..!�.. ,� JILIECO.... \ 41� 87" sii� s w �, ::: -, 11LIEC / 111LIECO.. . '�134- _ , OSOC Se. 5, .- MOLE Sw 32" , 32 . _ _ ED. 5451 ­ , _ � 20-175 SHEETS 9 OIL 10) COMBINED IN ANY WAY TO SUIT ANY , . * , - - I- �0.f. 1-, r .� Ye �-.-- rt, 1 20-475 "CUST TESTIMOO & M"EEr� -__1 DOOR. FL. 3"14 4- 1 Sa- __J__bs� -,, - 0114��.. IMML FL =11(SoilHAR AMAIL FL =I- - 20-175 _=_ - __ _ " " - --- W��.-_.- -r-=.-,!v,AA PHOMe (S��-�$W _8M �.,��­6,-, /-�,4,,,, �� - � on -1-1 �- I'll"AHRO-141k AX (104HODS-87"', -.1 - I - DIMAM - __;__T - � - ORNIAND "Ar I _�_ I OR 1 ORMOAC 4. ,; .Z�_-a,i�_�� _.;;i,--- -IKWE,- (MA)MIR-7544 I - ­­ -32 12- f , INSTALLATION, , _�� @ W1114--OUT 'r (R RUILQ-QUI *fp IRAP, (g & lf�� WASHERED WINGNUT ", , I 3r so- 1 56 - '11. -I.? 16 � I ...... A I I _.!!:__L___.�_ ­4 - CA-00:61,19 �_..Iltl . `i`� owlg - - .. - _.___ NO ­­ 'IT * - � ,� 1­1 .1-5120 , - , 1-9 9 = 1 - I-' - I - - =­ Is - I am 14� f lzr'k f�� (ZAMAIC 3 ALL" WAVER t1_P`R?j�LaL it Hiiiiaw-4,1-unis- WALT" A. lult A" P4 WALT" A. JWK ANG CA , � � , � l I E SHMET 2 01 10 ROAM 'a, I M. W.IZ-1t.- 1 -1swai 4 Is Is I - __ - _­___ - - - Llift, MtT �� � M 2- � � � � I I I I - - - - - IN5TALLATIO DETAU F-0 ­ - - I'll I'll I ETAf I LS FOR REGULAR F__ IWALLATION QEIAJLS FOR REGULAR PANELlINTO WOOD .R RE9QLAR PAKIfL' INUALL00 D PANEL X) INTO POURED CONCRETE QR CON , CRETE BLOCK SIBUMIRES I INTO WQQQ MUMSE9 - _.___.­____jT � . -,.,-I- - � 1 -�-� - -I'- -- ls�,­� ­�:­_,711, 1-- ___1 ,�.,­_, _.- li,�,­__ ­_­­ I - ' 1, .; � 31 - I I . �, I SEPARATION -0 I . . r j , - I I 1) ­7_1 _11��______ I , " --------=- *:I � YAM ANCHORS . ." ­ � , ,-- !�, � r___ TO GLASS- ____ ` - , , � ALTERNATE CONCRETE I - - i __ 4) � IV I (SEE SCHEEDULE i I '. , �, I " � I . . ALTERNATE LED ILE � . I � � 3 . " I T � --tDrATION (SEE. SCHEDULE ON s ". I I ON SMEJEF 31 1 - , , -I - - . I , - I - , , , - - !i" I /fta� 4".8' 11 4 - ,---- ­ -, -- I I ANCHORS LOCATION '�T - ' - 1, : i � (SEE S HEDULE ON I - - . 1� � Ir- I I I .%* I 'I- __� Y I I i i . _ , : _ , :­ SHEET C - - - l%)1xT"u9p___ I I - RED CONCi M4MS 9 TWROUC44 10) EXISTING POURED CONCi �, ." . I , 11) 1, - Is r IN - � CONIC ANCROR§l. - I ­ 'i BEAM RE . RAL I - -- , 1_­­­­___ � , � I - !__ !, 1 CSEE RSCM14EDME ON � DUSTING POU OR CONCRETE 81=9 I , L11 ` ,, " �- - [11 . i ,� =Z'r-1 ADEQUACY OF XG VOD I ,,- ,-ill Cn _11�_j SHEETS 9 THROUGH 101" OR CONCRETE BLOCK , REQUIRED. I �,, :, "I I 14 L " ls , 1; I I . I - L,;i , - - =0 __ss� ' "' - - I I I I REQUIRED I I %1, � 1 I � il� ­­­­ ­­­Ii 1 `L' M­ sew TO HE - ej 1,�'_ I I I --:tyEpwf LED I � e I � I I T I , - L r I I , I t � � CONCRETE ANCHORS 3M,4- WOOD HEA �� , __ In, "", , I I I ­_ ­_ "­­____j PANEL LENGTH Mo ENGINEER OR " , r � 11 :_�� ,-,- -, 100 L. ­ � � � �� I., " �� � / 1 � " i A I ! ($EE SCHEDULE ARCHITECT PRIOR ? ,' , I '. CONCRETE REOLRR � �---f.D, -��"//,� -­ _M " irt I � - WOOD ANCHORS � I , � I 1,11, : �' MTI_� - , W � , � � ­11if-0 a) � � ,� . - I ­ - TO SHUTTER EXERTING POURED Lib"N / (SEE SCHEDULE Oj_L e; REQUI , � ­ . ..... ­__ L-.-,, �­ViO, - � / __�Gll � " ANP4 - , , I " - ON , I I j­­­­­­ __ � �'L - z ON INSTALLATION. , 1, , �11 ­ � I , ; - IBEX SCHEDULE -, '. P - I .1 I ,� �­201`_­ �, SSHEJEJ ANCHYDIML - , , � , '�111 I � 4 so. AD 's j ,. " . � � I SHEETS 9 THROUGH 1) , � �, it � --",I" ANCHORS; ALTERNATE WOW .� - , 5MLLI 11) I SIR le (SEE SCHEDULE COT isa SCHEDULE I 1; 411= vZoIj 01A a) , f�'_L "'L � ..... �__ 3� _ I r I l I ON I ,� � ­VIT" ti j, � 1/4' RX SCRE), 09 F_ "I " !� I , -jo I - A 'T I 1) , )� ��, A 1 - .� _'o,'. 'S :::::::: I ��; ­- At,,. __ .1.1.11 Y., 4 MAX. 1130 I = � � " � � , � L/.. / L � "' =?,Lw - __ -L L �;, -- - ; I" , - �� - , -I �, �, � , � , __ ---L,J,. .5"o, HIAD, SI '� " � , , 1 SPACER Xis SHEET tl) slim -�I, Ail PuT - v__ , :, 100- C', V4. I 11/2 � 1 _n _ A � � , - 1 77w � i I , 7 , - I LENGTH � 1 7 -7 . I k � t �, , ll, F a CD = .1. HORS ,'.'� '� " , � . ____ I Ile -, , � ", I 7 1 L . - 't or --.-.j MAX, COMIC I , , '�'_ * , 'A lia W/ " I I --- - --- I WOW NEAOLFJL. L ­'� , �. , ; to I - MAIL I-, ., , , - - - T___ ___ ­ I ------- L - ., I 04 IX, I -_ -_ -I . I I I -- - I ; I I t (SEE SCHEDULE ON Ip. __� 1 ! , I I I ­­­ . � 41 , wow HEADER __� I I - I , - 1 --------I-- __ -1 I I � , MI," .� - . I 4' I . --- ­ - -­ . - , I __=�� � I i - Cut ED � . � 7- - AHOL'S I SHEETS 2 TLROUGH 10) j*1 I - 1, se - I E-01 � . 'L ; � A . . I � F-1 . , i1/1*1_2IMI, : � I ; . If I �_� I - - .. c I i 81 ­ _j � - 01� - _�w MAD sm"', � � - , I ; � I i z i I I (i>-j i ED � '111"M " r . I V M­ I � i I -1 - � j L - - _.________ ____ � I GLASS * I C ! . � 61/4 ; � 1 :,��,,, . I 11 . ". - i L5: i - . l j � t I WOOD ANCHORS I i ", PAN L LENGTH � - �� I __ __ . I I ; , i I I � ;�� � '_ I (SEE SCHEDULE ON— L i j � ; W wx. LONG Aj,LADMUAf SPACERS 0 12 1/2 1 l. 2 1 1 ` 11, . / ; ,� i I .111�,�,, EXTSTNC i ---(S I E,p. � --- I (SEE SCRIEDULt : I i � Ole, (SEE ,TABLE 11 ON SHEET I 1 ') S14EV I 1) � I � Z!, I =) cu _J � i I Mw : __0 I , . I CLASS O -?� 4__i 1 i � � �L I Mip, '" ", ' � : I i �!� ! �EE HERE - BEIAM FOR LIMITATIONS FOR ; s , I/ . Z' ; 41 1 � � , EPARATION i I I k I "_ �.��_ - i - FOR S'ACER(p I I � I MAx, I ,17 MAX. � � i � TO I " - __ 1) 0 1 , � I I -.,Cl . SEPAIRAIIDN ; L! PANEL UN0111 , �', I 1 2 LOW Surym CLASS'(Stf . I I I ­ , I- 10 GLASS, I 4 ", � ­ 1Y I I I � (1) � I j , UNIGIN I ; IL � - � I i ON Swum (SEE SCIAEOULf, (SEFESCHIEDULE 11 I (SEE SCHEIDULF i I SC14EDULE I ,/*-*.M.,- I j TQRn7-SEIW ION 10 GLASS I (SEE SON 9 109 �� � � : - PANEL MATE FEMALE 10 Ott PANEL, MATE I CON Mial .1) -if , i '(SEE SCHED � Z=s, IS I ON SHEET 3) 1 ULE ON SOOM I � -A, M CWtA, SPACER SHEET 3) I_ --- I , , i I - Min. SPARATION TO CLAM � ;Y"�, =.%�—, COULE � : ON I . A, A.M.10 9*L -L* MAX I'l-i � 0! I� " : r- > �� ��._ 'If"21, � j SITAI= O pm i , � I 9 _� Ott ­%,,@ _9 , I 0 � , : z ON SHEET 3) _', r 4 A, . . it, MV5 (SEE SCHEDULE ON SHEET 11) 11 'J' Mo' i I * � __ A - , i... - - 41, ­ -4 4F �-, I f�Er SCHEDULE ON SHEET 3) 1 ),O-Aia �. less. SHEET - ;) - A', - - : L '- I .w. -L- M., I I A I i , �� ,� � L 11 I , I I L' " - Li 1, REA Q~ , , ,w I "' 1, Mi,,, - I -1 A - " ,r, -"4 . - I , - �­ -T`__ "­ , I L I I I 0 1 __ _ _ _ " D. PANEL LENGTH PANEL LENGTH ,_ , _ , " - - - V,- - - �-- - - L., 1 - 11 ------.-,-,-- --- -l"lir AGO an PAR. (SEE SCHMOLL I I Em, PANEL LENG11H I �� ["L 'I I E I , =. =_.r, I I ,,, ,A. -1 = .=,� v MAX. , - __ __ - (SET ScHEDULE I . - - IL 1 3) 1 (SEE SCHEDULE 4 1 � I SEPARATION I �4_ ----,-- - - - ­-- - - PANEL LENGTH I I Loom ONSIN T-In ON Slim 3) 0_ � - .: - � ON SHEET I lior .1'.., A_ __ - ; EXISTING i 2'.4' WOOD - -- I I ____ I I * (SEE SCHEDULE - I I __ 1 SEPARATION � - E .1 , , I ­ --I ON SHEET 3) 1 I, ; -, ==,I) - ----I To GLASS. I I ... ­­J"�. . ��_ , -I"-- ON SHEET 3) =_� I CL it TO CLASS. . I .='If, j I vawtsiq ­­ - - - __- - CLASS - I PLATE REOLARED 1 _YA _ 4, _ Stw a) __ _'­ � - - --"L-,- , � Isa SCHEOULF. I - (J) 1. - I— ­ Y___ ­ _-�_ 11--_ � " GLASS I I I C Yf/ SPACER 6k ­ , , I I I ----- --- _ �_ I ; i ! � I J,_­4 - I L_ - ---,,----A— __ - L - I � = . .(j-j �. ,I �­­ It ­­ I * ALTERNAM 2W' - u__­___s_1_­__ ______ -_ 11 IT ON slim 3) - , , , I li� : . -F ­11 I,-,--- ­_T­­ I ; ; - --I r < [ - � =Iai - . _ i _j . ­11 �� � - - I ,-(SEE SCHEDULE - ; - -C, ,� � QIRECT MOUNT I ­_ L � - I 11 . I 1v �_'O , , I CIO I OF 1* , , , Of *L' I --Oil � I OF 'L � i':',,,�,,,,s� , �,,,,`,"`i I i I - SCALE alvl� I' I 1� . ", : 777MW 1 : I MIJ11711 I - i ,�_,�.' �, ,,,, ­1 ,� MAX , , ­lll,,�T � I i � I A , 41 i ," ,,�, ,,­­­§�,? I . 1 - ni � � I - L__j �- - �t , 0 12 I/ �� O., TA��tl ON SHEET I I FOR MAX. PANEL LENGTNS I wx I C4� L. i ,'A, - _* CGI ..' ,-, -1 -1 I , e , 50% I I I 1 Sox - 2 - SEE MA & OF 'V � I � _,'"­" , 11 i ,�: ",��,',' or , , 1 1- - � i '_ �__14 � I r A 14 Flo, , � i 11 i ,,, I M DEVON LOADS FOR THIS INSIAUATHGN� I MAX "I It i 12 Ilr D.0 i I � , I - ­ I ED �,� MAX, I I I or v ED : L11 (�)___ � I - .. - ­_-1-11-- , L ... I 0 V_ I I 0 f i - " - - 1-1 � r"g, - - . I I , I i I MAX. f ... 11 L_ , �­ L �_ I I 11 I ,�Aj 0 ;2. 112- D.C, E ij , . - I a) = tc�l : . "I � -, I f it _ - 44 _ I � , , ----I.-- J ­ ,-I I- --J - 41 � 1, I /?� i 11 1", L , � 11�1 , , I I If-— - -1 I I i4A � " � - D�C I _� ­_ I 11.,? I --,-,----- -1 L -4 I:- 1: . --j I 0 12 1/2 1 _ �, � - , . L" .A 6 .. COAKTIME A-M ,�;'-�, ,�, I '� V- I _', I : � , _____, =gii, to * CC- 11 1:L_ - - W � I-17 CONCRETE ANCHORS , _77- 1 L I I I 1 1 *�.!�/, I 11 : I 'L - .1, _�­_ - _� ' � � � ;1 - ­ -I ____ , - - __ J - ��, L . I I . I L I ... ..... 1 4_w , * * NM. .1 ." i L f_* _1_­,:1_'1 SCHEOU _­ , , - e--- 17- - --Noomw , R�l - __ _____ _.. - __ - 1 ,�, : ; z ; WOOD ANCHORS I ! . L I 1� ` � DMING POURED, �'r-,li,`. . " �:, --s (SEE LL 004, , , , . I (SEE SCHEDULE ON - - -.171- _��;2 4�;:_11_1� __Lj - jL I T I LL-J, C: -0 � I ED% OF WALL 0 5LAB SHEETS 9 THROus Q, I � L, I I ;i STAG w/ Mo __ -, 7r --- - SHEETS 9 THROUGH 10) Z 'I 2 1/8' LORD MAX. ALUMINUM 0 " C sl.,�:,, 514 I 0) �,'� 4 'I , ` i - I tw""`E .1 ­,'� - , I SPAM SA PAT RE I I/r LONG 0F. I -1 L . : -ii' � I is LI i , - (SEE SCHEDULE ON I ­­�­­­ " Sj4 - , ( �� I 1i ___ - __ ft . . �, � - " 9 SPACERS 0 =' D.C. VAUD FOR � " ____ _-, rxs- WOOD ROWO`tr , (ALT, COMMON) H , EXISTING POURED CONCRETE �'J_ 0 NEL _ _ � I 1, _____ w 2*"' WOOD PLATE , I 0 -151I CONCRETE BLOCK , I z 1;;;;i � SHEET I 1) IT) POSIALLOPOIN IS UMM To A ONE STOW BULWM WON IF -Or ­ --------- - _.M__j'___ _____ MCK REQUIRED REOURRED -- -L T'. � , - , 3� , � - v'(poo ANCHORS I I - , - MAX WEAK NOW HOONT TONS IS A P11DORCOOR FROM ANY " _ �2 ., l - I (SEE SCHEDULE ON I " ALL , - I : 1 , �,;; I `,_�, , I S WOOD 1, I . I I - EASTINGS POURED CONCRETE LENGTHS PER SHEET 3- 1 �, � f --�4) � [ WOW ANCHORS -:-, _ 00110 ANCHOR PEQUIRM OR CONCRETE BLOCK __ I 'N". I I MLOW, NIHENIT OLIANDIRLY OtINOxIm ON Sfft 11)� � . . - ( .. ON_ . I'll 11 REQUIRED. * I /,,_ — A1_LMP1UM SPACERS 0 REQUIREW `� r i � ,,, i� I ON _ , a- E ;M .,. T. PLATE t, _ _=,=o- - , ___ 'L -­­­ . , " I, ON. &HPIRCKON To Wee INAGAITO, , i,. ; , . I I 4 WOOD , '_f� _,__ i SHEET 11) >�rl it I-- 1.) _-__ ­ r , � I; AIM TABLE #I ON I i � I ,,, Ju " � ­,L_-"�. " 11$11211!� �) 1-1 ".., 1­_sr=­_-_­_,_, _ � _D ­ __- _: ,�, I M I I � � ; � ./ � , � - , � O'X4 0) =Igst MAKE ----"-- ", . 1;, � , LATE RECtURED � SHEETS 9 & to,) . I I N " IN &,- :, %,==QliLA2 I __ 11 , __:_ I ­ ,4 TRODO, ANFL. An 0 DO, I I 1- j (SIr SCHEDULE 00 ... "I Y , =.2v zz" I,(- at, , L., . 12 t/r 04� ST04144 A.L. ON 1 �__2' Wn,,-- - ­11- ---- 1�' -,-- _. 0 a) - � ; , I �f SHEET I 1) CIAPUED VITRO ITHIS 4 A KMRx:n`V`I Few , � I I SHEET n � � � ; , . (1) MAXIAIM Aso DES" PRESSURE MUNG AN,,p FLOOR MQUNIING BUILDiMON9 IQ I , I R41ING IS .60, -83 PtLt (3) MW 2- GAGE PANEL LENGTH .5 UIAM) TO w .7 ACT OPENING 0 WALL MOUNTING IMBERM VaPAMIM2MM � "I __ :: L , - L- _� _�, ;_,�_ � I I DHIS IS A RESTRICTION FROM LARM MIU UNG" AUOM ON I Cn SO ... w MKM" SMARIM PANEL UDAGTH - . SONEOLM SOW 11). r,EjUN9 AM FLOOR MQUISTING 'Allt 3/,_'. WALL MOUNIIN T MOUNT 'Allt 3/,_'. SCALE 3/B-1, SCALE 3/8-1- 1 TV I 2 IREC BUILD -OUT MQutjTjNG " ICU 1 (4) I tOr ww SPACER owpokmw I" SHALL BE As oa4k= ON No (1) slow PANEL __1 . — I ALIERNATIYLIW i , AN oon, SCALE ve-1- SHEET r. IMITALLArOk Or I ;Z LONG SMAGER, SA US MY WALL MOUND I 6 RE I ALMERHAIDT-M ALTERNATIVE 4A NG WOO FIMME WAU_ j VALID FOR INC 20NE& I. 2 a a SOMMEN IN ASrN � SCALE 3/9.1* SCALE 3/8-1- ly i t t-Im STANDARD MO THE 2M (7% EDITOO OF THE FLORIDA, I I MAVIA.I.I.Ift", " M SCALE 3/a�lt- 1 (4) =�T VALID 0,10, FOR WIND s � I I VIV-04 OWL i I I / &3��E ,J�w..N71111-111 Ott I . .. /1* 4 I'. "vA1110111H,"'Je ISIM-6. 1111_.. I ___._____ - 4 , I __* LIJ ,�,O�� _______Nw__!_ e ---7 's , j� 11, 114 4 j^" L—,------------J ,-L------�----,----,--,�-��-�--.---i ,i­ * .." t�cttq '-. � .1 ...... I . if =3 .1 *�\C,ENS�%!�i'-% - _ - ,- " I 11 � .,. . FLORIDA BUILDING CODE (Non High WilocIfy Nut can I . IF *; .1 0. - __ � .* FLORIDA BUILDING CODE (Non High Velocity NUT Icons Zone) � . a Zone) 1, INSTALLATION ARE ONLY VALID FOR MAOC A_SD = ----------- .� TiLmi wo. 1A . : - - - . � * Z. No. 44167 '. 1 1,2000 Ram tic. 24 OAGE GALVANIZED STEEL STORM PANEL FA hwE FOR COMISINATIONL OF 5LCMM: I . INSTALLATION ARE ONLY VALID FOR VAX, A.SO. 0 -' No. 44167 '.. z sew 417= PC. 24 GAGE GALVANIZED STEEL STORM PANEL F.F. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p,s.f) AND PANEL LENGTHS 24 GAGE OALVANIZED STEEL STORM PANEL < � .1 . = ' 1'3 -*. STATE OF .:Q7 f Ok"" fif� * — DRAW S�, DE ION PRESSURE RATING (p.s I) AND PAINEL LfNui m5 = * — DAMON 01. COMBINED IN ANY WAY TO SUfT ANY AS PER SCHEDULSS ON SHEET 3 _� . z � ­a'� - -/"/2= INSTALLATION- 2. FOR NEW WOOD FFAW CONSTRUCTION: WOOD " I -.0 /w/M F-D. - EDGE STATE OR�, j�"AZV' *. �_ \ or " - * I*g i�, 007, .11 .(,� lz�_ � * . * -S : = � ;_ NOTE FOR 99WNMION Of SECDCb& . TOP & eCHFTQM MOUNTINGS CAN BE ­ I -1 --I.----- ­ ­­ - ,­­ . L ­ . _. _� DIWANCE STA No 2, IOU, :3rfC;I­ __�C� - ,, -_ /I GLOBAL PROTECTION PRODUCTS. LLC. "TE, 11LIEC0.11C. GLOBAL PROT . 11LIECO."e. OATE_ MEMBERS TO BE SOUTHERN PINE t k.; = 'I.. Coll. �� ECTION PRODUCTS, I.I.C. "W'L COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) T GLOBAL PROTECTION PRODUCTS, LLC. �. & I i ., 7 .- -_ ' 11; WE Fl- x1a, ­'_­.1­1 -_-Mz�v= ,',- PICK- rO,,H,jwe-OsHs. ism; (06. - - (SEE SCHEDULE ON TOP & BOTTOM K40UNTINGS CAN BE i1XV L., *1 STREET INSTALLATION. - 1110. '/f ANIANTIVAINIT .�A- MIOC 51.1 51 STREET I 1". - k�ORIO TOLUT "'OSTONG a VACONOTE"Hil, 440) .. 51 SIREAT DENSITY OF 0.55 OR EQUAL. _ DMM FL 3WI1 z " � , ,�� = 111-16 - �1 ­�� I �- ""-7w. FA* tvs,nwl�i MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC - , (". -1;4_1� - - I= _* z%_.=_. QAAAE Ft. =1. 20-175 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD - I-) -, � P.P.L Is, � SHEETS 9 & 10) COMBINED IN ANY WAY To SUIT ANY �j_ -1 - —, - - - - __ . )50-M? 20-175 INSTALLATION. "UB"u ��.�,_. r4 - - IIAND OWING W-. `.-.Ni,)E 4� — ­-, - jiws­t�, ,-- )VID-Sw 20-175 . __ "HNIT1854WOSOONOWN&AMTE v*`.`XWI9 --I — I - I - . I —1 I - - DENSITY OF 0,55 OR EQUAL fITM' i,A,,_.vI* -.1 wei- I I -I - I- ORMANO7 ft I PIL SEN.,'$ICINATUREMM CA-01,01112 -I - I - _!�41 < - - - - __ PIE ,hot . I I SACvT _6 cfTs I hAtem"�1-1w,um -.pL I I 41. I � � SWIT , . IS __j I -, L = Oki L � w�.__L_= I I I— __ — "--I---!- * =Lnt i `zOol . ..... 3r f - ----- 4— wit, a w is I I _nxkl0T1J:L­_P1� --- IfU I 0- . . . . SHEET NO. L - L SH 1.3 1 1 F- _� _- T 0R INSTALLADQNEOURED r,0Nf,RE1E. CONCRETE BLQQK OR O i �AF'ETY �E-� WING STORM PANE#�t`� SYSTEMS ,,<� - - _ iI 1 # 1 _ r 6R-C Vim# 1 1 & s• = 3' ..00r SiO3 M-ta fM /�� -!r ® & 87iD NEOU(RFO 6wow FRAMEQ63-T8 N10'f COAL MUM. v' #r. `ts AM aLE WBM yi'r s 1 3f4 _ t Z I/; A CON ♦ 17- D.C. POURED r17 Mn. CDROZt.TE. CDNCREIE U11 t:; 7 -T BLOCK �, 2'.4` WOAD FRAME '' PO{IB'D CDtiCRE`E. _-{ } 1 1 J4's A t Sf4' TAPCOH ? 1 2" �: I REQUIRED LY3NCfa:TE BLOCK DO # _ ,!'ter ANoktg{ @ ,2` 0.f:. -. ! ,: `'� }- 2'k4` wow FRAME ' 1 , : OR® .wi Min„^}-,,•. REDUWIFF - ,f.Rf P.tA'E[ �Y vG ....n , 1 3 + Y"r ``�� f 1 e 1 r - 3I tv PAABL 'J - 1 s NA Ar o lTER 1E LEG UN N jj aP" _ oa AN CIWJR :ot' 1 Al a o,GVARIESS" J,._;,,, O 51 t- s M�. _Btta L Q.$ UM, D ALA4CLE A a.1ABC' 37o5-�HTS{ SHELL1-1 . __. POURED R 2*.4E7W CONCRETE ,2' x a• x .T25' ? aS^,.�•r�. 1 gPASG+ MEIN. ALUM r#ktT PwEx .,_ -,. 131.00X OR 2`K{1 WOOD FPNAEW44-N1+ •,',, ILR 2 1 2' ' 4 } ': , ( Tt'aJI - 1 :PLOI/1RED ....I / .. �x % ,.....M2.ax. 1 T/4"� `, `"!. F CON3''ALUM.. M GAP un I,w 4 BOLT . r . 07?' '3105-fl" 6 12- O.C. OR 0063-•T8 —, W/SACKMUT Ca'L IV- Mau CASE APLAN) CASE B tPLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4-=i• SCALE i/4--I- SCALE 1/4`-1` SCALE 1/4'ot" ___ A 1 3IXJ0-SET OR CALK-IM - 1 dt F1l� PANELM4TE _ •� f P<IIJREa r 'iwaE WI Ian #,5X r+' 1- ___,�J' `.:% OR COACREfE F%P3'TIN0 TOM DA PAAE,JARE PWS (SEE i - (M1N. PANEL ' ` POURED "� VARIES # l%1. �. IU MIL � S _ IQ A, ') Oit SHEETS a, a4 M1a0 1 RWE l�J 5' NITS. OVERLAP BEYOND ' , pry� fR£O`,ARED r-, 1 •.•" ?QUfdO 'q 's.k 17PEN,NO WIDTNp IXIRCREfE. L"ANCAIiiE / ,. IF, ^v,`".N.-+, „ _ Y`` hri 4, 5,. A y-y�C?' BLDOY. OR a'x4' wODT, .,i # 6 � j", 3 s" M., 1 BEQufto ... a.., ';, a # u ��//"Jj�^�'�� (y]}-,+,^•-�+-^-�^�-. .. U'R ; •T } S.� )BENT I ___'_\'S" VARIES .(t ... f}"{) . {' Wj AN4YIOREEI 6T10N1 t `P :•,ate^mot ^•' RIM f7.AT i1kNCE3 PARALLEL 70 :S' TA r. # # NI WAl t16EYER GVT LTC ru+Etj x +* 0,0 OifiTAtJCE "• �' �i - . ���:, ``-- ce.I awe_v- An gL F,, r'�+t ,_f> f . f�. --- i.••-m as Sun wpA'µµNHirt�AANAty �� x' 'LER. t/, J Far.Pvm, ...l � SCALE 1/4--t- Loa ' VAL1D TOFF INSTALLATION \_�! !_/` .BBOOGtUtLa . DIRECT MOAN ONLY & i�E� y( y �' sF '.'. t CERTIFIED PANEL INSTALLATION AT WALLS W/ ' N0, 44167 T _ SURFACE LEVEL VARIATIONS WITHIN 3/4^ * : * : Te FLORIDA BUILDING CODE Non Hi Velocity HUrricone Zone) CASE (PLAN CASE F PLAN y S =. 4r c azYa TLIib ID 24 GAGE GALVANIZED STEEL STORM PANEL F.P. SCALE. 1f4:m 1" SCALE 1/4'91" �.��, 'FSOAIOT--.•�A= -„ wNYN W. °i!" {� �`,/'` I L E C C 1 N D. GLOBAL PROTECTION PRODUCTS, LLC. N!J{jtt TAULF o & EIN' #�1EE ML Co.PAKP 4Na K, B, STRW i t SIN OL. ra. a.: s. 3,%. WeRaa aAtlixY. v,u iO-7w, 33a1a f ADM,. LIR3l 6As�-',ee6.� Six-,si, Pt1BNE. E4EAj8�'F6.ti, FAY: {Sb+l)&W-RTRT 20-175 I'- I( - . P,E OLOA-067�n �%m KY WKA h TILL Jr. PE 441 1DICET E aP L6 (VALID ONLY FOR PANEL (INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS B & 7) MAX. AS.D. DESIGN PRESSURE ATPANELMATE BALING (P.o.t,) MAX ANC. I FOR E.D.. AS SHOWN ON SHEETS 6 & 7. 'APPLICABLE.. MAXIMUM HORS SPACING TO 71FNA / ANY GSdJDINATION OF THEN M MAXIMUM PANE1. LENGTH 7'" (YLJ TAPCL)N LAG SCREW fEMhll' 0 PANELMAXE PLUS WOOD I#ISHI2G 13' 13" 13` 13. 13" 1w Crop) 1 3 73" S 1 3 13" W DOfTCM (BOTTOM) 6 1/?" a t/2' 1 6 /2 6 1 Y B t 2• I w (TOO) - - 6 1/4` _/ 12 7/2' 6 ilr 2w tBOTT.•) 5'-" s' a^ a 6` — R ) Less B' _ 8' _______5__ 8 _ 6' teDPTaM) 13` 13" 13*--- _.__ 13, 13" (Top) +4 -49— 5, OR LESS 13" 1 3 13' - i t 3 — 13" W BO17W t ) 13, I3' 13'_ - Ir 6 If2' i (top) _ c 13"� 13' T3' 7_3 8' IW (BOTTOM) 61/2" 6 1/2" 61lr _ _ 6 1/2' 6ljr RaP) _ _ 6 1_ /4' 12 1/ 2' 6 1 a W� 6DTT•') >5'-D' 4 1/2" 4" _ __._ 6 tri2...__ 6 1/2 ,_,_..,.... ROB) I+T°4. - # Ill" 4 I/2` 7" 7` - 3W igG'f10N) I T'" O J2 N 1. t2 - t z _ -_„ F2"".. 4W tT QP ) 13e iS" 13" 7J" a 7/2" 4w (BtlTTdM) `SEE TABLE #1 FOR MAX, A.S.D. DESIGN LOADS & MAX. PANEL L34G1HSWHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 t/4"% TAFT ANCHOR 0 I' WP. PARATIan ) GLASS. I EXISTCONCRETE 4R -� POURED • E.D. CONCRETE REQUIRED. CONCRCTE HLOCN 4J41A PANELMATE ANCHOR 0 12.. 1, MAX AS.q. DESIGN PRESSURE RATING (P-1.) MAXfAK1M ANCHORS SPACING FOR iD, a' AS SHOWN tN4 SHEETS 8.: T -. APPLtcABLE A-7E1SNA &ANY OF TH M MAX fMUM PANEL LENGTH "L' (H-) TAPOON. - LAG SCREW PANELAWTE FEMALE ID PNIELMAT£ PLUS WOOD BUSHING� 13' 15' iS' 13�_ it W ((OP) I3` 1 3 � I ' 3 73 8' lw 9OTTo11 ( ) -b i t2_ -- i 2' 5 f 6 1 ' / 2 6 1 ` f2 6 1 /2' / R - - _ a. 8 t r 5 7 4. V-0 I ESS 7" / 2 B' ,- - 6 r6p)_ RDP1 f2" 8' B' e 3N (BOTTOM) _ 3 3 3 (BDT 4 , r0 f7s, -75 33' t 3 i3" 13' it 4W t#DTfOM ( 13'� 13 73' 13' to' tw (TOP) 13' 73 13` is, a Ile IN, (&3TToM) ,- P.. 1/2- _ _ 8 Tj2' - -a 1/2' 6 1/2- e 1/2` w (TOP) - 6 4"� I t 12 1 2' / 8 t 4" t 2W R,• (� ) >5�-a" _ -M4 i/$' ._.-.._ 5 _ 7 i/ate- 7 If2• _. _ (TfIP)-_._ 7'-$' 5` 3 1/2 __„ 8" --- 8."" - __. 3W (BOTTOM) 3 12 3 3 >!2 (T ) Ir I;r _ -!3"' 73' 70' 4W (WTTOMj. S FER IS • SEE TADLE � OR MAX.trNelX. ABA. OtSfGN LOADS &MAX PANEL LENGTHS WHFN SP USEp, t R52EiPOND{NG ONLY TO ALTERNATE 2W ON SHEET 6 TAKE 41 A A.S.D. DESIGN LOAD MAXIMUM PANT, LENGTH 40 PSF OR LESS 6'-13" > 40 PSF TO 50 PSF 6`-2` a 50 PSF TO 60 PSF 5'-101- A MAX. PANEL LENGTHS ARE. ONLY VALID FOR INSTALLATIONS W/ PANEL MATE OEM" ID OR PANEL MATE PLUS ANCHORS & W/ 9�i SP,(1QCAPMYTNA)/"A•_1/2" O,C. INSTALLAIJON DETAILSFOR LIEE 5AEEIYXIANEL�D INTO POURED CQNCRETE OR CQNCR- ETE BLACK STRUCTURES __ fXtSnPK: P um 1/A•¢ TAP,o N t7LLSi1NG TOURED CONCRETE OR ANCHOR IO 9 O C ,_-�L NCRETE DR 3 CONCRETE BLOCII E� CONCRETE BLOCK REQUIRED. 51',-, j REQUIRED. _(7 _ ; 't! SEE SHEETS 15 & IN PDA ACHORS TYPE A VACHO FOR RN5tAUATIWNS INTO wow FRAME Nftol'NS. WWI" ANCHOR SPAM" AND MINIMUM 4'01IE OISPACE ARE INDiUTEO ON THIS SCHEDULE. fte ED. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY "TPLYNG SPACING SHOWN ON SCHEDULE BE THE FOUDW W FACTORS. FOR THIS OP.MATION ID 4E POSPOL6, REDUCED SPACING OBTAINED LIM FACTOR SK- NIT BE LESS THAN M* WJM SPACWO INDICATED FOR EACH ANCLOR TYPE ON THS SCHEOUNE, 7f4�p ALOW Tot -- nMOY ' AOLAKNE ON", M0.011 SNWJW M3 3 ,l 'AwaMVMiau F CdwW B+J 3 3 3 3 T/2 o%WINa API c.— S.. Dx) •mueL war asuwot OW FAWN _ t I, a - ..... B _ 0.gt .. - 1 a' D>30 GOD_-_. 3 1 Y' ` I7 Er• ISTMG tOUREL` Dc CONCRETE BLOCK C K CONCRETE BLOC PEIXJIRED. 114.0 PANELMATE ANCHOR (BEYOND) WALL MOUNTINGS SCALE 3/8-1- M i. (VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) 4AAX- A.S.D. DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR MIN CO. PER SCHEDULE BELOW CABLE a &ANYFEMALE COMBINATION MAXIMUM PANEL, LENGTH! t ) MAX, A-S.O. DESIGN PRES5lRiE tF,RATING, MAXIMUM ANCHORS SPACING FOR MIN EO.. PER SCHEDULE BELOW A° , & ANY MAXGMUM P I.ER+3TN (ft.) 'tAPCSaN. SpJO-SET PANELMATE FEMALE K# PANELYATE PLUS ZAMAC-MNUN CALK-1N TAPCDFt SOLi6-SET PANffMA7E to PAWELMA7£ PLUS 7.{MAC-IWUN CKX-W ;D Ct7,A�7dTE Tb 1D ffi7-1/2r' f1 ro isComm Ta T6 ro -- is s WI LE ro To KCTHEM {M t85. 48 L= 13' 1 13' 13` 13` 13, lr 13` 1 Ir Is- I it 1 (TOP) IEss 4 �r#5. D +65, Soo 13" t3" 13" 13' 13" 13' it i3` Ir Ir 13" 91 1/? I (TOP$ (� LESS ' f-I S" t3' 1r 13` 13" 13` 3' 13• 13• I it 1 (BOTTOM) 93` i 13' 13" t3" 13' , /3` 13' 33" 13" 73' ;J' 11 1%? t (BOTTOM) 13" ? Ir 13" tr 13' 13' tr 3°- t3' 13' I 13' 2 ROIfi 13' t3` 13' !13` t3' 9r T$` 13' it it 13` �` I1 If2 ?(SDP) i3' L 43' 33' i' 3 IS' 1 3 ia' " f` 3 3 1 '' 3 a 3 s BQT1- ( ) #3' _ t r / ' S 1 r t " 3 /r i r T " 3 13` 93- to fI T / 2 2 ! : t t3" 13` ^13" i 3 _ ^t r TS ' r 1 ' 3 3 3 13 P (ro ) lb" U` 3 13' F3' '3' 3 I.. 3 3 i3 A ? ('_. ) 2 9 i T2 T 2 B 5-+` 6 1 +'a` Ta l a' ✓ 6 t b 4 +" 3 BDTPONI i 2 t 'ra 1 '1 f 2 6 i 4" f t '1 6 4. I 2 Y 2"92 f I 2' _ 6 T a' 6 1 ! (BOT:1>I4$ tl-.. IF- 3 iS'. i3" :. 6 t3 F3' 43° �- a... e' i 3 s 3 93' 6 3f4 - 8-� {. 3 1' 3 __I i`_ 6 1/4 _ r 13 1 3' f3` 6 1/a - i3 1: r 13` 6 lf4 B` E� - 1 43" 3 T 3 1 3 13' E 13` - I „, B- 8 t 3OW 3 , 3" Ir 93" � Ir , - 6" .J i S sr 6. 4/4 / 13 13 " Ir 6 i/+ (TI)p) + BOTTOM 5 CiO ) P t}t# M B TTQ { ) a L130P) B (80TT."):. a' / B' ! - _ _7_6 4 (WrL E'.. 13 1 ' "T 3 13 73' 8'� 73 I. ` 3 13 t • 3 I 3 tS• .3 +3" �"""r 8' Tr T I 3 9r _i;_­___$" 83 1 3. 13 1 3 13' - kS t r 13" I ?. 1i 1 / $ 91 1f2 +Ti 6 OP.... (TOP) 5 } (ATOM. 6 RaP) 13' 13" 13' 13" 13" 13' }3" T4' T3" - - 8 If4 1 $ fi $ 9f + ,$ 1f + - a -. - -. 6 14 6 If4.. 8 460T7 ) ta` -,. 30 If2 tr ?• t3" ' "t'• 7 5J$ 5 1,/2 I3' ; i OOP) i5'�• To 44'--4' _ 13' :. 6` Ir i3' 13' a I/r 33' 8 1/2• B 1/2- B 1/2' IS" 5 1/2- -1 RDPj '-6, 70 8•'•8' t3` 7` 93' t3' f5' 1 2 9 J2 2 I' 13" y f2 YD 1 7 2 !2? 7 f '.3' — 6" t B TTOM (a ) 13'_ 7 1 a' / 13- 13' t r T4° I r 7O' 1 1" E' TS' 6 t 2' 1 I BOTTOM- (BOTTOM) 1r s' T3' 19 1/Y t3' Y t3' i 7 1/2 5 1/2 13' 4 1/2` 2 (lT#+') i3' B' lY _ 13` I sir a 1/2'T. I:r S 1/2` 8 1/2` B 1/2' 13` 5 If2. 2 (TOP) 13'�� 7- 13- 13` 13' N 1/2 13' 12 1f2 TQ 1/2#7 If2 :3' B t/2' 2 CBo77Ot). IS` 17 1/2' 13' 13` 1Q" 9r. t0" 11` 8` 13" 6 If2` 2 (FXYTTDM): 33' >` 13' 13- 13` 9 If2 Ir 19 If2 10 ifT! 7 T/2 +3' 6 1/Y 3 (TOP}.. 13" r7 7!2` 13' 13' 13` 10' 9r To` I9` 8' t3' B If2' S (iOPj - L - 12 i/? is 1/2 B 1/4' $ If4' 2 1fT 8 If4` - { - b 1/4' 6 if+' } (I)pTTDM) - j - ,s 1/2- 12 t/2'6 Ifa' 6 if;' _ 1 /2' 2 1.. i2 1/2 - _ - B t/+' 6 if+' S (BOTTOM) r ` r B° 5 Ile r 3 Ilr ---- - ---- 8" ice` d #/2"I 3' B lf2' 3` 4 (TOT) 7 If2' 3" 8' S' 7� 6` B` 4" 4 If2' 3 1/2" B i/2" J' 4 tTOP) e' 6" - e' - 8�ti - 5 7/rI - 7 1/2" _° 4 (BOTTOM) 8' 1 -- �_8" -• .. e•_ - 8' - b t/2- - 7 7/2' -- 4 MOTIC.0 !i3" 7` Ir it 1S' B 1/2` 13' ? If2` - t0 tfa 7 1/2` ;3" �6" s (TOP) 13" a 1/2' i3' 13` ,3' SO' T3" to- 11' 8"_ _ 13' 3 S 1/2' 5 (TOM i+r ( T' 13' it 13` t 8 /? it 19 If2'r0 t•' i ,2 7 12 13' r 8 /2 5 M (SOTTO} T 3 6 1 Y / 1r _ 83" #3` t0' T' 3 t" Q Ir B' S3` 8 1 2` / 5 90TTOM ( .) 73. 3' i 3 " t .. o T 2" 1 r 7' 13' 7" t. F $ 5 2" / / 13' o f" / 2 B DP (TOP) 13" 8' i S 1 • 3 #3 " I 8 i f2 13 " 8 7 2` f 8 1 / 2 , e 2 / . to 1 6 2 / 6 (I - I - 6 1 4' 6 i 4" 8 Ile 8 11 4' �. - �l B i +• B i a' •6 BOfT."• - I - B I/O 6 1/4' 6 T/4' 6 l/+` -- _ _ - 6 If4' B T!4' S i.'*.. SEE BNECT 11 FOR MD40 ,R TYPE & SPACBIO FOR NSTATATFJNS INTO WOOD TRAA6 BUILDINGS, % wmwm Mom 5PAOWRGS MO MWEIUM Eom owma AAE wNrAlm ON TILLS smfomc FOR ED.. tk'S"S THAN INDICATED ON SCHEDULE REDUOE ANCHOR SpAOIRD BY WATNPLYIW S4NOM SNWWN ON SCHFAIKE BY THE T'XLOWNID FACTORS, FOR THIS OPONATIFNl'M BE POZAM REDUCED SAWRND t18TAINIX, UBI+D FACTOR SkKL NOT BE LEGS THAN kpNMUN SPAM" WILOATO FOR EACH ANCHOR TYPE NUN THIS, SCNEDUU: ANCHOR rtPE 1/4'a tlr- I,/4"e 'let lf4"> 1/4'0 _ Gux--* Up"I" weu-ba P p"W— �tatt MRC1iUM AN*" 3pA, m (N.) 3 3 3 3 a w 2 in AAt'AAmma XMCRM 0,0 3 3 1/2' I Y 3 ,t 'Ir 3 1l6T.4AKINNEAS _ eAFNN 3 3 ,/A" I 3 ,p' 1 ,, o O 1/rr { Amw EDm vxw C E F-3a. FACTOR - aS+ _ _ . __-_ _ _ a21 O50 - - j7 0.* 1190 Om _t- 140 - -_— _ .. _,y Dii _.. Y 3, Y .. ._. -___._ t.QO -.._ tNw i.W IAa *" SPACINGS ONLY VALID WHEN SPACER 8 IS USED. SEE T 1�1 FOR W. A.S.D. DESIGN LOADS & MAX. PANEL WHEN SPACER IS USED, �j AA .. �. A.S,D. DESIGN LOAD Mam um PANEL 40 VISE OR LESS 6'_8" > 40 PSF TO 50 PSF V-2` > 50 PSF TO 60 PSF V-10' A MAX. PANEL LDfG HS ARE ON,LX VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O,C. -____ .__...ANCHORS (SEE SECTIONS 6,'40111144TNES ON SHEETS 13, 14. is &16).-.--.__---------- .___.._, . R-2B/13, R-38/14, 3Mwc.'. j� 3- MAX, R-TA/13, R-2A/13, R-3A/14, R-18/i3.. i�.�. (1), s' tdilJ. R-1AW/15, R-2AW/15. R-3AW/16. R-iBW/15. R-28W/15, R-38W/16. 1" or_-__._ __ _.--_- ______„._ ___. _,___ ,. .... _-- 6 0 O 0 O 0 6 .i - __.____-______`---1 , ... .__.- -I ___.....__ - _ I 1 ! ' I',. �.. i I € I i I i i 9 i ''; I I i 4 it , I I �( 1 I r a j ' I 1/4'0-20xi` &S, BOLTS W, 1 ! 1 1' I t USE FOR PANEL LENGTH i MO- i OVER 7'-8 PANEL U NGTH fI i i REGULAR STORM PANEL 1 1 ,REGULAR BIOTIN PANEL i e'-e' O +44.0„ -40,0 pa1.f. I 1 f W OVERLAP Mo P 89L I / ,1- -I LIFE SAFETY STORM PANEL 1 ° 7'-6` 4 *50.0, -5#.0 [Aa,T. I I : (W/O OJERLAP Mo PANEL LENGTH DOLT) _. A - - A - USE '-8" 2 N H. _. i PANEL t.ET+rC81i I _ I =k+,";. t.. < / 20 ,.. - , _ ,. AT ALL iIOSW4TI10S I S.S. BOLTS W , f T F A A OVER jj I I__. .__ __ _ ..,e .,_ ;. I T " t Lf 2 , 1 '., ' Ir ,, ,, , .> L..'k { ,':. ' '1 is ' _.__ __ j—­­­­­ t __ _ L-, 2 #JOTCHES 7 STUD ' i ,I; I N TIa o L FE sAFT(TT' ,S ('y • : I' PANEL BOTTOM CORNETTS A , g 1 E -•,_>._ ( S. _._ .. .._.-. D.M.« . 1 S ,. .: -.. _ ;­OyE,,T1AP.: I or wkNG NUT AT W1N"` HUT AT , �-)1 ;IL j' MIF LEFT PANEL ,._: ..-RIGHT PANEL r MAX. t INSTALLATIONS ONLY VAUD FOR WIND ,.w R-iO3, R-2A/13, R-3A/14. R-18/13 R 2BJ13, R-38/14, I" MIN SPEED UP 70 170 m.p,h. R--1AW/15. R-2AW/15. R-3AW/16. R-1BW/15R-2BW/15 R-38W/16. -_ - !„-_ - ____ ___ __..-. _.__.-... ._.._,...ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14 15 &I6)-_ ---- __,__ ,_­ - . --- 1/4w MAX. GAP LIFE SAFETY STORM PANEL,M ELEVATION (t) SCALE 1 4 T I, 1_1 -. REGU[AR ",8e7" / "_ " . ` REGULAR ,L ,, ILL .> STORM PANEL (t#{ Gti'Da,dP t Itw VALL STORM PAN `. p'W0u 414H{ N7 . twt r �., � � WAS, CHAP �t ; .. oa^DVERi34P+T�" 1`"y •�'{f` �"'� L ,�� � /1•; frT y L e£ SAFerY PANEL , •7F = FLORIDA BUILDING CODE LWon HL h UaG1#y NUrrGcone Zone) ma`s ¢ EON(D► y f Daze 3t we 2d GAGE GALVANIZED STEEL STORM PANEL m%FPP -" IL SAL PROTECTION PRODUCTS. LLC. 47I 5fti TiON A —A / N�,� or ET EHODOXXVO Y 46S.W. 81 STREET SCALE iJ4`=r" fi 1. QKA33i4t M-NAm)Mm7 a ASu3odL 20-175` nLYNOla ' IilA4WG M: PS SEAL/$DI411t1RE/p41E G-oaaO314 ,7HLTER k i1LL0 Jr. P.E.. a•a 5IiE1 F2 - 1- tieT OR UEE SALEM PANEL 1; INTO WOOD STf UCTURES -_ + WOOD HEADER '� "'R'EQLNREa , _ al HFAOEF iii -: 'VolEOUREO 'I 1 ttj _ WOOD NFADER 'E'{f GtkREU e __ .I1. .If WOOD HIEADER _ Ti£QVIREO I I / :' _ t/a'ie tAPCON 1 j I. ANGRIaR Q 9' O.C. .. '' Y If2` I t4Ji,l/4' , x' ..- - • 1 I - yy � 7/4's TAPCO" i ,.. I I ANCHOR 0 B' O.C. 18" -3 rL I 1/2" ii/l4. _ MAX.. __- s • z'; 1' - _ ----( d ` , ' t ,.` I - Mkt f 1. - 1//a^a TAPCQ4 i r ( r `• iDNCNOR O 8" OC . _ T If2 M IIf4. I. M43._.-_ 2' j ,' - i �I MR, .,� i r , .:J+` _44'a TAPG4N I f ANCtIC4i 6 �8'-G.C, 1. 1j2• IIle - ,`z.'., Ii _ --'--) 1'' I Mtn. I. jEY r- y �-- L._f p ...i _ t ,,. .i n L...3 I -- l ` y 1C ;"""��'' • . , . i - )"�5 i I 6 dy , 'r p i-at H '�-'. .' # I ,/"-aa.,,. 1 ,`. ''; 11 a I . R asa.•'' a ,' B.S MnOrnxma :. j ' li #, _, ,, t 4Y-iM1" V;M ._ - _ _ > i . ' ki' EA :' Xi5'SIRI a T Sd,S, A 1 W " :. I 5S i9rb.F6 W 4g , CLASS -. v.:--.,.= INN. :-}: , i ...f WOt,'iDR RVa 7 CL 'W I r a, - _ it' .w .:_" i - Am cal wKi DL4S5 it I IS C ?` I iEAD'IN aiar a'.4rI !! :. t .._.. I I U I y}UwNNO T-8% } 6 -r-. I ,.,_.. 1 .. ti '. 1# . 1 "i' MAX'. it I R 6 I 1` AR4X. t1_ 4 ......t _b __ t _____ A_ _ i _.2tl F ._. ,_ ,.�. . _- , _... AN£L t.EFlG1t4 _. __ __. .. ....._._ '. p R 6 - _ _ __ ... (SEE ELEVATION LENGTH O 1 I�¢��NGTH 0 I (SN HEVA'12) if 1 � ) PANE! LE H IT _'�, t .P ' (SEE1) II ._..-.,. -..-- ' ' - t)H SHEET' Ti?j H - ........ i ON SHEET 121 R e.—.::- _ - - - f - _j t I ... —._...._,_I ON SN1I T2) B__ 1 i tC O- a'.- .'. s"-T-.._.,_-. B ,•. Min, , __ _ Ir 1 - !t' - r --'( R•---SEPAFUOdN--- 1 „ fe 1 .I r , \./ B•.- 1 1 j1- ITN} tATJGLAS51OH 1 ,� �2 B t Mtn. ; _.1 i� To ctASS. _ +... @...�) 8 I. 4n1 ^1 - SEPARATION t B (� I -1, g ,,.,T TO GtA.SS. I � 6. : u '" T 1 1 v.? I 0 TO GLASS t # - 4 t. L�i `{j"` a I -I to, _.. ,•c .,, I ac2,/t, iEG .' y:. ,.; >- i a,a1/r .. J `• - r t._.,._. L -_.# ,..e 1 i E f -! oC E 1 E( _I f J. , +_ EO -- +4 -1 '_' -j 1 ".., .__i .Esi�X20u!{ M� EG i...1____.- 9. -_.-3 00.15 % �1j�� a I' P ' ". !r ... +4 Yx{' d ! '.. iit: It a 1a ih'aa EQ `" -.-'1 ,T " � `... 1 I 11 ` _ P1AT£ I r 1 L4^t.TS Wp, &t c 2 a NFU REQUIRED 'r t .: t r4'b T:PCLIN t'4'E N _ 1 4`& 7APCON A TNFCO 2'x4" W ,. ' ' ,,.. `t,-�aICNaR i> 9' G.e. PLATs . ." �i 1 .: STAG GR N6 8" SI '^ ;1" ANCHOR in 8' O.C, -•! , ':. STAGGERED W/ 'STUD",,.:. �? ! L STAOOERED WI STUD i i . I: , ., . > .,..,,. •�,. s ', -�i:. REOURiEO -, ', , ,.i.. Fk _ ..., ANCHOR IN, S, 3 7 ; AWC IQR $ 8" a.0 4` OD Oq Ir f L__ K x' , _max,.. # ` __ _AT. r. s � i,...., .' '�_... I l � i LATE LA E P TE r REdLnBNED , REWIRED •�' ALIERNAMNE ALTERNATIVE R 1 BW - UFO A_ FEN{ PA t WALL MOUNTINGS SCALE 3/8-1- w +iLTE O REGULAR PANELS wil"AINA,„A WALL 1k. T#t�jr 4h_ CENg J7^seS 0 id � MIlli GS SCALE 3/8=1" FLORIDA BUILDING PANEL CODE (Hon Ntgh YeloQity "OrFiecis6 Zone), 1. INSTALLATION ARE ONLY YAlip FOR a.S, O. DESIGN PRESSURE RATINGS (p.s._t}}. AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12" 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO SOUTHERN PINE No 2, W/ SPECIFIC DE OF O R E 1VSfi O,raS 0 EQUAL,/ _ ' 44167 AC = *' * 1 � f _,z,.� � 5.C%, STATE OC - " _—.-. '' i �'g. QA, .. ORt 1 S'^d'`°"^+''} %... : ` ' I ---..-----• [ r2Di0 t3TFLO, INC. ra. A GAGE GALVANIZED STEEL STORM PANE L €L Dp 11 81' / -• lam,. �s �y -}}G CTI PRODUCTS, ;l� 3, EC011ER. �BAL P TE ON RO CT,SF U.C.LLC. �3E; & - tOMPANr LOOP SIAL $1 STROU MW S"`"ot 3m,t a4W6.lt,>31.a owE In..u31a 2G-175 — (NI .. E I ln_1R@1 PIONCI imam-75.5. RA%: CBNa16et-$lsi q. beug'f54 rxr naiNr avr a.w w..n". nr. rRWnRG Ni _.. AAN#i4 1 TITRE/0A7E . MY.TER A. 74NII' ,I,`<. R.E: . 6a .r+r.. 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J2 13" 8 i e ! 7` S ,/2• N 1/4" i 3 2 / 13' 12 t 2' / 8` 9 ,/z• 6 , 4' _/ A' tO If2 - — A t 2' ! _ 7 1/2" - _ 7' 1r b' 8 ifi`iS i 4' ! 6 1 2 I?i /2". ! 3 fT� 3 (BOt7ON) � (TOP) - - T 1/2-12 2 i -' f2T 6 IleI6 i 4' t t 2" .? .! 6 1 4' / - - S i +',6 / 1/4' ! 3 BOTTOM ( ) 7 ± Y e" 3 1 r - 8` - °F 1 �z' 6` s° - e' $' 4 1 2" -_ s^ , 3 2 - 7` 8` � r � ) 88k`__ 4 (BOTTOM) e" 6 1!2` - N' - B' - S-Tf-2-`�--- T j - 4 CBU1TOMj t3' ,S" 7 If2` T i/2'. 1}' IS' tr T3` 1r Tao _ tO 1/2 T/Z iffi 13` t3' TO 1/2 1 `T, to !z _-T 1/ 1/2' t M/z 8' a" k3' T3 i 7' 7` S {NIX") 8 Dti f6OTi ) 13' B t/Y 13` ? 13' 13` B' i3' S' io- � t i!? iJ' ; 6' (LISP) 1 • 3 7' 1. •. a , 3 T " 3 9 t 2' / 1 3 9 ' 1 2 ! t Q } f2 ti?fJTFgH G. 6" 6 { ) 13` 5' Ir 53" 3 If2"!fZ`ISI//2F _13' - i3' ? i{Z` 6 ttOP 13' - 7 / Y % is, $ >0{` i3' S 1 6T i3, 6 4d4' If2' B 1/A•. ia' - 1D ifZ'il - 1f2 - 5" -. IY 8 If4' 7` $ tfi" $ (TOP) B (�ii.°+}. - - '$ 1I#'>6 Ile 6 ,/4' 6 4/4' - - -� s 1/4`l6 t/4. 6 tBOTT" BETE SHEYr II EON mcf1 S TYPE & SPACING fm 4WAIATK5M3 INTO 1TWDa FRAME NUILDINpS. A #N,RNAUM maim SPACttim AND EIRINML#t'ma DEG mm ARE IA VIcKil 1, ON'He yONIoxxE FOR E•D: LESS TWN INDICATE) 04 SCRWII E RUWM MICRON SPACA4 BY MULTIPLYING SPACW4 SHOWN ON "41,011 BY THE FOUO%$XI FACTfRZS, FOR THIS r'At eA4UN TO BE POSSIBLE RFAUCED SPACING OBTAINED USING PACTOB SHMI NOT K LESS THAN WAi SPACAM INO WED FAR EACH ANCHOR IWE ON TADS SCNEDIRS. 1t4. t/4'A 1/4'i 1/4 If4"A_ 9/4•% Af4Dil� T1 - ilFd. , Polo to EWRWMTS _ PAAMD__ DNA -IN MIINVIA ANCHOR SPAONQ D.) 3 3 3 3 S V(Y 2 1/7 M,WNNJM NGE (kt) 1 a yr 3' 3 Ile a DiSTANQ= TAR N- 3 3 ,TC 3 lfr _3 3 t/2 3 1/F ACM4. EHDE DE w" .) FACTOR n a - - - I R _. .�3 --. ae.--- a46 am lAa - a(3 �" - 3 ,n' -.�_ _.. l:rb +' SPACINGS SLY VALID WHEN SPACER tS USED SEFOR MAX. AS,C. jr!1 DESIGN LWOS & MAIX. PANEL?WA N. SPACER iS USED. a-n A.S,O. DESIGN LOAD WJOMLRA PANEL LENCSTN 40 PSF OR LESS 5'_8' > 40 PSF TO 50 PSF 6' 2'- > 50 PSF TO 60 PSF 5'-IO" A WOE_ PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C. iN5JALIATION� DETAILS FOR LIFE SAFETY PANEL 1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'e TAPCON_._ _ 05TIEG POURED ANCHOR !R 9` 0.0 CONCRETE OR 1/4'6 TAPCON EXISiiNI POURED ANCHOR 4 8 CC_..."�L4NCREM OR 1/4-e TAPCT _- �Yt31MK POURED ANCHOR 0 9' 0C CTkFICFMTE OR 1/4`0 TAPCON _. MSTING POURED ANCHOR 0 8 OC. - CONCRETE OR CONCRETE BLOCK s REQV RED, ��g.'_"�., ",� rJ! r CONCRETE SL TICK Reou+TIES.F .. CONCRETE BLOCK REDUIEffD. (j CONCRETE BLOGR iwQ RED. .., srII in. - , -_ -_, -, ,_­__.­_­''''­'"'" i __ f . r. N I I 9 4 -2D.5' 'N J.. .. ,. CLAEXISS I �rW +� S q A R OLF3dAP i CLASS I 1 1_ `L" Atas. E C'•�E i PANES ELEVATION A_._ ._ - '/` _.-- f 'i (SSE H ET 12) #+ MI ON SHEET #2) I --5EPARAI'1DN.- 10 CLASS. I I f 2u, r, I f I ED.% I I. f g a' 1 ou I'll, "I* i lac � 3/4. __,.._,._1. _ 1 I---- _: 1/4.0 TAKEN ANCHOR Q B' O,C. EXISTING POURED CONCRETE OR --CONCRETE BLOCK RELA,IRED. 0 R ��N LS jjI ,,1, �Ol# HGS SCAtJ 3/I�" / l j I lr t i 1''tRn.j 1 ;EPAPATIDN- I 1 I TO GLASS. I-3.s NC4t51% _ -.yA= 7 , .-i A M, OAI , 1 # I 6 + . _ I• L._1` MAX. p . OAFS LENGTH SEE ELEVATION -I _ ON SHEET 2) E a e r r a `""` Y /, ', r e _ oei Y 1/r I ,; s 9 y I I " - ,f.. !_ _i/4'e TAPGDN ANCHOR O B' C-C. - EXISTING POURED CONCRETE OR -OONCRETE BLOCK REWIRED. 2 JB -PANEL SEE 90M 16 A, it FOR ANCHORS ANIIOR TYPE --1/4'. 1 TYPE a SPACING 4R WALIAIXIRS INTO .N,t r+ 'Now FWME BUILDINGS. MDNMUM ANCHOR 8PAC1NO6 AND MINIMUM E3K:'E OIITA14E ME INGICATEb ON TNIE DDi%UUUi FOR ED: f6$ TbMiJ IZED OR REDUCE ANCHOR SPACING - MNIMNNN. ANNLWpP SMGNO (Inj 3 4MH4WtAtt%at {1a3 a%TAK4Rm) 'O-W. ow, 0..) -__.-,._�I 3 1 3 AMM EGGS' MONDE XQ FACM 1 BY MULTIPLYING SPACING SHOWN ON SCILDLU IT THE t'Ouk"f: FACTORS , 1/Y — I" THIN OPOUTWNN TO BE POSSIBLE REOUCEQ SPACING OBTAINED USING AcTok SWiL NOT BE LESS THAN -.,._ Y. 1/2•.__ - .. _. _ - - Ofii..__ . —. fi3f O#a -_ -_.__ MiNlMUM SPAGiNo rN©16MR0 FOR EACH AHKACR `.Y✓'€ QR PHIS SCHEDULE 3 ___ ___ ...-! 3 /2 11II r .''__ _._,_...,.__.,_...._, AM_X.._, ....... , } f r �+ i 11/, �r 1 T I J� f _�f ��� ✓ J!R'= 'x _� _ It Y MTI n R 1 E R^- FAt4Ot#R R SE D _ Ex I'T�41 70 C+/LSS /g 7D. i Kxls w 1 (' s n EXISTrH,D�I A Fn � Ott 6 - 1 i`T ? �mT,n� _- A ,-,- -- - dS U P' cuss n E- - -- FUt HtU. �° # , - tug R I II I LOG%, aaB r-a') tl # 11 11 8 t 1 0 1 '" MALL. 1' VAX. B L_ A 1 -_ B P LENGTH - - P PANEL 6 AEEl LENGTH 1 _ P t - SEE ELEVATION .__.. _ __ LIEN (SEE ELEVATION ( p I TK C ON S,4EET t2 fi d ON 72 I' M{n. 1 t SHEET ) it i T 1FARA K1IR 11 to Dvss. i n {{ u__..___.._.... ___1 f 1 2 f -A-1) 1 I t .r ✓ 1 r r x i r F ) r 1'^-✓ -1 s f ^+ a E.O. f. ..,. E D. rr I S,.,X I 1' f I F 1 d ,e I g F G L.,.EO o T(sv-2a.3 4' R. I E9 C , ,•s_ 1 -- SS NE# M3. 1 NFxH MS. I I%4"4 TApGON 1/4-0 TAPCON ANC310R O 8. O.G. h`t0t4DR O B` O.C, EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR ....C`ONCRETE BLOCK REOURtED. •__.CONCRETE BLOCK REQUIRES. 0 � 2 SAS,?NON R-2E1 PANELS 0 LIFE SAFETY PANEL WALL MOUNTINGS IHNNq_ S&u 3/8=1• f_.� _ _ IN5T-ALLATION DETAILS EQR IUFE 5AFUY PANEL (1 INTO WOOD STRUCTURES " WCOD HEADER _- E01URE4 �1;.. ,,' _.j.IDW HEADER nil - REWIRED •a T # O!N i APC // a" 1 e TAPGON // -.ti�CFIDR _ I THCHIOR A 9' D.C. L9 9' O.C. 'jj t,I '.. i I/2' )1/4. 1/2' t1/4. t- I. Y 1 t L 2 d( i i 1 pl,. I I 1 . I E%15T3 „jj f i a-A_Ya.i• I ' ' -i - ' f' I V. rs 11 `, GRABS y ! >&. BOLTS W. :. .-- , . IA. _. ,x�. . --:- a wWL LOSS„ 1AFR t•-e'T 8 I `-"L6 i j } " _ ._t II I - At", i9 j 1" MA%, P H PANEL LENGTH CI 1 I PANEL LENolti ._,___.___�,..._ ._... _.. _. n 6 (SEE ELEVATION { tEY T70N I ( X 1 - SEE ELE T 12) � a-_.._ �- _,�.-_ _..�_.., ON SHEET 12) N 1) 1 4 ON SHEET 12 R � �j O T-- 7t r 1 t B ,. Min it It tO GLASS. O � i '. I Ii I V2 t' _,__ - _- --t (�'� K I. ..! 0{I -SEPARATION.... I cl it O GLASS. 1 ! I 6' I - 1 -. E L. 2 r a EQ- .. 1 { a tt yr at I I I r £°o. :. IlI e tt yz ae 1 I ECU' . . - _._S__._._...__J I_ _. 3 EO. ` { � , a I _ __ 1_ . __ _. L.: 1�1 1 � -I` ^. ,^-""-1 ,I l l PLAT` Wo4p_ i 31 PLATE' rM4 W0 4 . 1 GRATE [( i E UI i 1 <. R D RFD { III _ 7.4'B PANL'CMATE PLUS. REQUIRED €I•i 4e P F I.t r1,q ! ARJELIAA?E PLUS _ANCHOR I {9 { I: Wf di r$ A/,2' D,c. 0 12 1/2, D,C I ALTERNATIVE R= RHME R-3BW I ro Q REgg PANELS WALL MOUNTINGS SCALE 3f8=1° "11.1'IH,N1111", .F Q; r!c[ I� yt; ''�CENc''•. SAFETY PANES Ic O, 44167 FLORIDA BUILDING CODE (Non Mph Velocity RUT cone Zona E3Ws.'i" 1 INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DFSGN PRESSURE RATINGS (p.B.f) AND PANEL ON SHF� - z * E * • - STATE OF 'ti�'a _ 4? F�` = '� 40R kBF •'••.. ,am TI,Im, ft. 24 GAGE GALVANIZED STEEL STORM PANEL _ GIs0 GLOBAL PROTECTION PRODUCTS, LLC. IE�C Q EM4, FJ. °R""N �' a, �:aaa LENGTHS AS PER ELEVATION 12 2 FOR NEW WOOD FRAME CONSTRUCTION' WOOD I'hNA S/0.N j4L ��D / ^ y,5 NB,�a cwH INNS wfMPtt Y yy w�11 TRUM Rhooll � * 3'W' a. .Ka .nMw aAtaeA R re A. 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC otLµ,1 G Mom. , s'A3T a�1_tStla ...: t 1 m,-,n, PHaNt: 405,}N7R- rts; {eae -117as DENSITY OF 0.55 OR EQUAL. PE. SflA,1&0 XTU%E,,1bNX `q"A94, AW « ma,.aro, .P. s44. .m i9aWTT7P A 7.UHI J.•, P.E TY-.M a DRAwa+a RK. t ? q I SHIRT 16 C4 IB N N C/) C6 ^, V- .1.•r U � a) Q- CLO C O i C .M Co U -0 (2)(n a- N -0 OL U O .= -0C L_ a- c -2/ N = _ O U— O — > VJ Q) L O/�� W 4.V to E z z w J m " Q / CV Cr) s Q <_m N,- = V LAJ O t 11 .,r #2 O n n CO Van V Cam! C,o = 16L a. IC ® t"., f'V o eG —I iV - W -" = w r - G O� .cg FRS ES3 Xp J r32 V CC = L1 E6 +w in Z2 S. C 'a L11 U) CD c: cu V 1 L. LL1 Q Z Z Q J ^�0 W v / cu O L_ CL CL U O L a— VJ M� W SHEET NO. SH 1.4I l EPfi ft8 ANCHORS SECTION Eit k ALTERNATIVE E21N ON SHEET I' M" 1isFE t+oTe 23 `` BUke X, TE 2) 1112, SgtE's #SVta kUk> ... -•3 'f"""`1" " T :; ""E` -ioi_' Alin � LASST PANEi.+.�i i0! BE INSTALLED AT EACH OPENING 54AL'L ALWAYS BE �? PROV30ED 'A! REAR HANDLE TO FACILSTATE sN%STAf LAI" IFINTENDED t 1 L I t 1 i 71, aE W5TAILED FROI# INS;DE OF S ROMAE. i A= 2 g { PANEL I 1-,_...i, i_:,,:.� �,-�.-_...-.%.,i._ i._.a.. _9. �....d4? .d=, .r�P. ?~.A.7{2tm,D� CCp L" rtj iEF;Nk?t4 / Cil....wav Ewe '.HARD STORM PANEL SYSTEM i (END PANEL) . �- ifNiERib17 PANE" t t tiN eRk18 F`APfi" S 3 tnN + i4Tk PAf#*i FA-.? C^� fai'tNC tiff P'AP6 cent. TTMOKS.. TOP & 9DTTOM, " ) i (END PANF-) , I fiEx': KtTiTiS 2. ;, A. [ 3 i y F i ( I i i i i } l + i Sri NOTES 2, 3, A > � CNO PANELS SHALL fmLN v a t IF _0 iai E CiJN,Str,:;'tFi9 10 i3SJTiCSta 'tiRCK C(THEk1A't5E A STOP C.Aa2r-AL eE 'ROVIDED AT TsOP fir, SICw. awtid. tETJGnf PAFdk.L, (1) IF Eria PANELS AK f€aNNer 'O -0 saTrnAi TRALt, cf1NN�'cTlisN }( j.. 's 'Onuj"'1 ° -(}( # , i . . w.,f SHAL! MNSOT Or f f d w WE W/ ?,{B'A sswa WING " I s i E tt f 1 •1 ( 4 I I,. f7 (IT) PANELS'Nr` 1jdA-2Cma'. i I tdi.'T xJiE *f+ idn* ?H(iM-D5G?EfV 7F+PPE}a" 04T@AC ;ei 3 INTO I Ss.. B3i.T'"i W is TUL CrVLRtdr TACK. t*sxr,.4"Elt7N OF FASTENERS MAY BE Ai OTHER OF TWO 1� i SEE oFCTKZM As APP.ICARIC', y CYI'EPitrR PLAT PcIt3CES t]F EtaL; PzNs`i_ �._E _.,d d _,..i_.l..E.,u._..s.!_..k_A r_w �,".: _.L..t # n t, ,., w..�a 5'14 r ' OF q4), IN CASE T`^tAT ENO PANELS PAS 140T CONNECTED TO DO''TOU -, -,.. �,. `'T .-... -. ( .,i _.. i tc I "j MAX ?!'ACM. (€e A STOP RBA 4S ONLY USED AT TOP) AT LCACT TWO r ( I , , ! i I I { jj) 7 t ... {_ P',ANVDS SHALL BE CONNECTED ' O tIGTIOV TIRACK USING SPECS �+" " r•""°' ..T_., ""i.`j` ""1""Y"`"i"?'�"3'"' "'" "' "t ; t, i` [i414"i E I, I:dDICR':E6 4}A1 NOTE {S`} Al .",'E= IN SUC'�1 CASE, CONNECTION O �u ,-1,.1_L •..5..1,.., Li.,.. _J_ILLI- JJ,."-i_L- ,„X,,, -I L lo:..i,„',,� 4!_._iJ ti t..1J-...L L...J J-1, $'...L-1 "-}..-Ll J__7.s#.___._. d...., ...,J PANELS TO 001-1 it0 l'gACIC NA:Y OCCUR ,AT ANY PANEL. LCOAhOk -C)''"` 100 5F z' AiJr• t INSTALLATIONS ONLY UALD FOR VANO w/:r ve __ r ac s;+.P.Ir. ANCHORS SPEED UP SUITION &ii M AL?Ef§r:M17fJE t;!1 t' DM _ME'E'To,) •",._-`�",._.-..«.�..._._..-,.; tvook/ta TYPICAL ELEVATION FOR SERIESAN Q �T SCAeLEZ Mft ETA#) ' ll.-. f �r 'CTION A -A SF#\Iit}p{€fAyPf@pr r FLORIDA BOILDING CODE (Non thigh, ValocNE Hurricane 1`sne) 4Pl$ 3 z IBM Tomm 24 GAGE GALVANIZED STEEL STORM PANEL e`er; 42Y0j UCTS, LLC. STATE ROTECA .a Gy O«. RALN€PROTECTION PRO 1A,Y soorar aati. ,xe:a. "uaxns aa� PAIN,wOIL nil. Yoerx NYf"aRbY iRf) aze-"y)v Ica -A -A P1d-f 7S mu.I All, w P, ATMYkHv gAMNr�Ca3P7'm t»Iax rAL,lrvRv R.E1•H ir4,5P7aA *;n• N .WWII or It ENr_71' E its 61+rx�rtv6eRtf�rlt3 EaE#�E�E��P� PRODUCT E:VALUATICt-4 tT2fLPORT September 1$, 202g Application Number: L7869.1 -- R2 EX Project Number; 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address, 1540 Hanna Road West Palm Beach, FL 33409 Product Nerve $ Description; 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report'is being issued in accordance with the requirements oftha Florida Depadmard of Bus oois and Professional Regulation (Fliande Building Comoresslon) Rule Chapter SI G20.3 005, F,A.G„ for statewide acceptance per Method lid). The product noted above has been tested andlor evaluated as summarized Herein to show'compllance with the Florida Building Code Seventh Edition . 2020 d is f purpose d at least t .: ( ) an . or the p lNas intended, Egriivalant to the required by the Code, R"vdluetion of this product Shelf be required following pedment Florida Building. Code modifications or revisions, Substantiating Data, CTEVAL TI NOC F.N'F O U S l� UiA O EX drawin #20-314litled24ga Galvanized Stool Storm Panels {HVHP A Non-triINT}", sheets 1-5, prepared by Engineering Express. signed &.sealed by Frank Bersnarda, P E. is all inegral part Of this Evaluation Report, TEST REPORTS Uniform static structural performance has been tested m accordance with TAS 202 test standards pat test repatt(c) #ST-ASG-17-trot by Blackwrater Testing, lnc Large nus cle Impact resistance and cyoGa leading performance fins been tested In accordance avid( TAS 201 and TAS 203 test standards pet test report(a) #BT-ASG-17-001 bol Bfi cMater Testing, lnc, . STRUCTURAL ENOINEEMNG CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative ancUor rational analysis to qualify the following design cri£eda: i Maximum Allowable Spans 2. Minimum Allowable Spans 3, Minimum Glass Separation 4, Anchor Spacing 760°SW 1211 Avtovz SUITE 106, DEERFIELD BEACH, FLORIDA 31442 _ (954) 354-0660 1 (8is6) 396-9999 TERtA�EMStNEE&rN6EXPRESS, C41N fAG'INEfR1'NGE#PRESS.CflM All )American Shutter's and falsss --- 24go GaiVanized Sleet Stoem Panels No 33% increasern aHOwable stress has baen used In the design of this product, Separation from giazing is nflt required forinstaliaffons routside of wind zone 4 and essential facilities. ltiipcaCt Resistance: Large impact Resistance has been demonstrated as, evidenced in previously listed test repents), and is a0evinted for In the engineering design of this product. Wind Load Resistance This product has been designed to resist Wind tomes as indicated in tire span scheedu)ets),uo the reapac VII Product Eva4L19110n Document fie, Engineering dPavling), installation This product shall be installed In strict compliance with ks respective Product Evaluation Document (Le enginee€ingdiawrng) along with all components noted thelreln Product components shall be ofthe material specified in that products tespecFive Product Evaluation Document (La, engineering drawing), Limitations A conditions of Use: Use ofthe product shall be In: s hot accordance with the respective Product Evaluation Docltmont'{ :e. engineering drawing) as noted herein All supporting tuasf structures shall be designed to resist all Superimposed loads and shall be of a material listed in toss product's respective anchor schedule. Hoof structure conditions which are not awountod for in this product's respective anchor schedule shall be designed for on a:sfte-speciiic psis by s registered professional engineer All components which are l�arianEn 0YinsfaBedshall be roieeaagainst ns corrosion, contamination, am other sucdamage at all ti ". This product has been designed for use Within and outside the High Velocity Hurricane Pone (HV+42}, Respectfully, T+? is 4 ' Frank Bernardo, PE ENGINEERING EXPRESS(". #PE00465491 Cert Audi, 9885 160 SW 12r" k4.ENUE Stile€ 106, DEERFI.ELD B ACH, FLGRYDA 43442 , (9541 3$4.066D 1(860) 396-9999 TEAM OENGINt E RING EX PgE55, C.OM ENGTNfEAINGEXPRFS5,COM w ' y.M*syN„ R-=N - EPE$y" 2-k fie CrFL ii1•ai i w I gCi tD , rr :ali'.strv� ..:. ,. Ir Sr r° xt q f 1 .i - _ ,. T"r 9 d T IZI 1 LL .. a.. a 1 Fi' 4 I r Y w � r�L yl e'-A J s1 ✓ti ,aH : - Ti, rML ki: - a m _y 4 3 a 0 I: 1 - r k 2 91: W A o �r Ali P J. • z, IJ•- _rum S:N r c M .. L _fUlA _GUILD U .E ..:. kDUN 1GG £XrRU5io1' '. c , , ....., x...,. Lt L � 1.- 1 -... i4.v IGAyJ[JI4 I iI. T, .. f[} iYrvF �-1 a •m / �- rn F, P,-T h v F,.F r., Ty4il..dJ .. 1+4 7 •:a 't' - a .L 11 V tt** ,'�CCiLrgvlIT.OQkhWtINi 9PCIIDN .,ti l�C, ��r/.y ^' N. RI R:aY f .r ��"M Ir. �' LtJ Y• qy '. H/A lnfi I..uLL. L I. kM ld -1�CG 14 ,P -=':I 'Y^C r MEiNr)f1HP MlAtIJ.:tS-Citit}H Y,r,�l�r. ill -:.;W. ' �YL_'n'-)U �l]3TP 4 t- 2 l itM.:•X;14. AA-..:Y,ita. i + {,.. I 6U 1T.5_CTIp tl _ s. rvr,. Fw.r. •I:� -._ -. P +;[.i ♦ if't I : - ... ",.IFr�r 2r.i A. m r-r ^rt Y Y ! 1 �fr '- CpS.NrCI1nN -��� - 'J•C wl HC Xi' 1 NW_MAV VAMy: ' i a Ci nr 4' red / m le ,.+-I-t.P.ea,urirc;i �.-al • rP.. 1 w I..H ,; ,,+,ea.,;•. JI eta r"tr,l zl a vn t`r.o-L. ti w. r IF gp e8 r�'-1t I.. �epA ggEmq G L v.G �CfE u. �_ 11 I5 law 1 4 L All, d C ti b n r. v.IrM.J - t' I1 rri. IaJ. :le t} .nil. v f R. > a ❑..S L, rrx,.. M xr �- �' C� u A TI 6II rf_.. vMik :<R Y Kn, AI -Li u 20-31543 r m" Ol1CRLPT[YN: L iLL5S ' . -r r. : GPtl{INALTgPf&ITTDM CNSURS ❑=TAIL III ra 4 •E_}s` C '8PR`i:•T' NT''",r}R ! fC 1,II 4GJ 1 Iv CL J P'F tJY iiLF gg 1�-L9£ /'1 'h'1HN('RI J€aH;1 MIit11! kH]I MIN' �� - . � e ' •- - rare ,; •. e �e � r • � : � • ' r ter ; iiN Tj�N..d. SCALE ;/S- t ". * IN. PANEL LENG111 1, INSTALLATION ARE ONLY 'VALID FOR MAX. ALILE DESIGN SHALL BE 21-61 PRESSURE RATING +f 40;0 ps€, AND 5'-0" MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS To BE SOUTHERN PINE No 2, W1 SPECIFIC DENSITY OF 0,55 OR EQUAL ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STOR { PANELS (HVHZ & NON-HVHZ]l WPD.-wtwlx! BOTTOM PIOUNT (OONN--A (SPq, BELOW TYPE AS REQ!R) OBSTRUCTION) PANEL$ MAY BE NOTCHED AS REQUIRED, OPTIONAL.¢'N.-21ESTITCH BOLTS WITH WASHERED PROVIDID THAT DID NNECTICNS ANta ARCH bRS,ARE BUSED vVRIGH StlTISFj' l VANGNUT$ FA'5TENE6 @ SPANS AeOtEE$.bELi5i4 bB§T:R[tCTIVN OVERLAPS D MIDSIRAN (U 0FROPRIATE^SP'AN TALI VERTICAL MOUNT ELEVATION 2, NOTCHED PANELS .. j, N,Tn.. ELEVAT74N':. . ALLOWABLE PANEL SPAN & CLASS SEPARATION SCHEDULE' 2AGAT #'APEL5 ' - ALLIANAMt I NNTALLATIONSCES5NStALL OIT S+TREATER SPAN {#nAx71THAN %rABOVE UFATIE THAN RpE RAL€ A�rFtMJLL�tAUW #CSC �Pt SCALE 3/8-1" BEEN USED IN: THE )JETT ALL BE RESPONZIBLL USIDESIGN WITICM IRLL Be RFdJLL1RTti' TN IS T"TA'tNEG GALCULATIKrN$ AE Es nCT P?9VIGE' IS DIFFEaeNT FlAOM ER.OR REGISTERED OR use IM NANIMUM TESTED OTHER 5EN€iFeLl ' LOV, ` r r YNI,M o"" j-L 0ru TA5'1DZ 6, TjlS 2k9 .11.A PR 11.cTiAPPRi)VA L NUMBER VISIT ECALC 18131W k1BIT 8+1❑INEEtIN❑R%PR13lS NFGfbME FGR3:WR(OMaLv.L:e,N3 �PDM3 PEP35LFC6-'!I'�a-�. MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) WORT T3P >'+ -.. i SFANa SMGkYY.rtNL APP ✓rA'M{!M 4L+SFYRLS< � Y6!'YN fi.4Y ;'±S.'"PI"u„ARrt De _' aHT4Ysa Eft6 d : 1G Iri ..,,n_..., ._ .,_,.., /4rd'rttatt3 am i+si'tW B6 bt* Hsi er4$.S5A'{54fd �5$+FD$CSI N [s€NE ✓MNd ✓,R£N2+ _ n '# JifiCP)` '18 Dk zit fszMPI:.EN�+t+E3 SiRtx "R'A "r"tAR.Sn9xkG'TEB::t+s - PIMN ,Pb , P.YS kn M M, i 4s+:. a Nut xAt awctv+< --- E .itNE Pob NII Mff1 iLHi R LaK5 fPkt t R5II 5itt Aft. i N4L4�iH TAdtPsBC „YfP+°F8 ,tE �LL3a/k�§AE Yin.T &iwm 315 X 8tL"E ,. AFT: rva 1ir.+u'c _i yr It n •n' s sa He APSEU. S+i th3i l+rJU Eta CJNKt SN, fRL,ffi:T,P'tti41}h QM ,"LiSaS it sg . LS UCTaIa"P' R TI RT4i' P M4 I z LsXk.,4 FF421 4&r ,32 Ai5Yr£F§4A WftYY2YiE s•'iEM III `5i uHC 2A kP�PEt53§ca' cYSx' M£Y F3 ? FkSTF ^ax S a 5. z§' P.0 "Rk 9b a A# A *:F DEL§ A SPR � d 1 .te M k], QP }1TL ,fi9P1 "i^'Cf:i: LGr`II`1 ...._ B tl i _ � � M1 XYrFUrl.". 'F'Fa. LThF 'E' S3 ;.hh' Mtat<- RtJn SW.PSWi tit iM?5E K2txcez. fl KU s C 1; u Nei F+d7nG f..3N9... PrPA tdids ETW tNLOADS`5 WAD. HIGHER ' S SE R N NOTES: GLASS SEPARATION PA 0 r N Ulf YdtT}k PfY55T#Vf DB5i6NAD L TO DETERMINE A, eNTExr,SPA SG+Eiz O P N(UM u.1wAalB JEPnRAIGNF63CTHE OPENING TO EE5R)TECTE9:. 2. Lt 15 REQUIRED USE EPTt T. T tiWIS P: 6 BLI H USE ft2rfRFOLATiON aEtWF�N Si9AD5 t5 ACC£PTAOr-£ O'i�iBRwL5i USE NEWT H1ER POLATT LOADS C f* tiro LOAD F N Tt N T V AND OUTSIDE OF ESSENTIAL I. tic Y S ALLA O S Du 370E OF THE H HE TS DE A A TH PA n f CAtriii� N sxar WIND 2ON�• 1 rHROUC,tt 3, E GLAS§SE rod QN 5CHEp Ul is NOT REgUIRED AND NO MINIMUM SEPARATION 'FROM THE RRG7£CMD OPENING IS R5QoIRED, -. D L AL INTERIOR. FASYTENT11G DETAIL OPTIONAL EGRESS PANEL DETAILM INTERIOR FASTENING a il fWrlll€❑CNtlARCiQ PC a PEA 1¢5 W Gn» tt38S 2254'.. . ., 3.23D" 0 b54'7.. 'F-`" 894 l 'r,,125^.. D•750' p.A94" - a.,P. taS" uc', �➢ 675n. �.$ IH GA v r.2 fled° N- xza ➢sq' T p TrP T M �4,3 .ego N OBZ � _ ,{ 1 sea 3535E".G,OSZ DB2°' i . 035^-� I�a: •�':. I+- ,d0 .., a. ,062 " 2,000 s 1 ,ntL a.owo -1 z.ozo" asb 2000 (- d 2,a➢a, I- ;rv> RAIL` � - �.IaQI' f"3L I Em U' HEAL➢EK.. � ANGLE SnN rrLE +fig r aLLILO40ur 'll" HEADER �y }.. ,I-PAW�Eb51JR€ - •q yi 9 S x 5�4f P9 w rips ` ,, 3.3s0' MAY, :3t7' U-313" ' 1 ray sQY"'1 iij r 1 51 3.56b �t 8fit7- 1 Slo 0 j6,5 g¢ 55 0,3I6 ➢ 45x 0375° r0 41;379" 455' jg "� I r0:fi5i1 ' T,D.655' 4,.6,$E'. �.,' GE--i @NELLOS9"1 �0.➢50"atnc ro D I14D". MAY BS N "�- .ZiS tl 6 71�➢" a lb5^ '. --�i•-,...--'�l•-.➢.➢5tl'V_111..lr 47215° ;# Do 135" , G.: 6. : tf,7po „. YP, ➢ D90 ; :. wAs: YNMCPgIT. 0 95i Asa V ❑ YR k t AC:. A KEYHOLE WASHER: _ CcliS -1 f 0,452"' ➢.iSq"'^M� O,fisS" cs. -- IYIAC SORT ��[yy ..0 ua.:.: ripe ,. , RS.'ER5 Eb; G 3L.� w.ar rasrL F .ANGLE - trgAnK IE.kAENDEDI rt �, n ,ti v5�Y I!] OVF,.RIAP 15, D1_zt d A MAK-- RNFRCL03JIRS berALL. F, LCJ U,18B' ill ,`,,a.rtTe-.29'MAI, ' MA''�.uwr' _ 1r14€.- -ti: ,D1Cr .. -YS et inxt" - B. LD. OU7LU SPAN E r 7( 1 ...,. 1 1 :, ,. -- ;. r rM1:R, HI - a1 1) a art' I a LS EMBED ITS t, .CETtl •I ,lf.i.p .,:'RF fEE 'HE F„4A. 'Ilk 1 i MAx Muhl IrMni14r1:rt5rHrNrin lawMAX : `v.J 1LT.❑ 1 SOP' AMIN w ,GM r ,r - ,,. rr�� Pt 3SDA I r y GGG 14" MAX MIN LL tom, 1a{ lydl. L. L-" J Mh 5,n.,1 vT i. t-0 <F y�y`ffi: a Ct5Rf eRCL65URe[fETAf,. IBEP `e �.. �-, JwHD'J ,.(-�! r A TUAPIADDIn CLOSUAVDIFAU. n+rn ^T'zr rre�u g$ 3 qJ OIIIF @NN€RC4re' 20-31543 k' F t� - ANh H3HHAIUni, Yr txaerxvt:Aa,,�c ANCHOR SPAIZING SCHEDULE: 24...GAUGEPANEL5 PA14ELFA$TENERSL-f75':ii C' i~N„nla` Y a 43 p N 3 .4 EDGE DISTANCE , C + a` WM Pd Fi rA a N Z ,w w v� HP Sf d: u u ) - $$ x3 5 g 38 FI pp E yA rt z -10a,vt� W P s {Pj t� 45 W l!] s O Ln n 49 ANCHOR NtTES = F4NEHORSCHEDULE„APPLI 5 D14 PRODUCTS:CERTTFIED HEREIN BUTONLY PROVIDES 9 kI ALL wAB CH �i P Q 6: MA IMU l0 BLE5PHN5 N[)PRESuU 1 DI{ ED MR M. M Q LEfxN S A. N X M L WA A RE5 N T 5✓ .... IN SP1it'I SgiEi)ULE5t1A4LAPPLY Ui ENTE0. NCO SCHEDULE DON EL A N€ PACT HE i STRUCTURE I..a 2 A H R Ctl LE BASE.. N L F REAL R5 NG 7 EX STING RUCr ' yy• PA 5 MATERYAL'a ANCHOR TYPE. SELEC7{aE57GN LOAD 6RFATIB2 THAN OR EQUALTO.NEGAT2VE DESIGN L S E D CT P E. < T G EQUAL SPli F OAO !V7 MUTT R AN SfLE 5 AN RE4 ER THAN A UA NUTTER N 5 ECr EO 1 L.I D r I CONNECTION TY$E RAISED ON APFRbP TE MOUNT CGYNDTT_O (SEE MOUNTING DET SLS O. S fief SIG .P N Rik N t SHEGf 2 FOR IQEM'IftCATIC3N OF mNNECTION TYPE), Q "' A N ARES U 5 US DI U. CI'IONtNt' H LL MO T1N RU51 3. P NEL FASTE ERS" T D E NCOrSu N T. A llN. GEAT ONS 'TRACK 5T DVED ANGLE ETC a E E:25"L1:C' ANEL FA�!'ENERSPAC[ G T HLE ALOES FaR. (F ll J P r 0.11'"H"AND"U"-HE DERS UDINGY+UTLDOUT ND IONS A NCL L i F A ANCHORS SHALL BE INSTALLED IN AGCORDANCIE RH MAfJUF?S!ZURERS rtECDMMENDATIDNS 5 HOLLOW 9LQO( HOST STRUCTURE SHALL CQNFORM M A.sTM IW BLOCK.. n: n t I.I.0 B E. 5 A BE S ANCHORSCHEDULE, Y. o M N M M EM EDM NT H U_ A NOTED, AN O-a, b 7 NSMU EMaEDMGNT AND EDGE ❑ISTA EACL DF5 STUCL'O FOAM Brc - ANDS A WALL. a- MINI M NCC . U THe - - -_ -., N i s;"' t4I .�R :L... E '6Y m F1 ISk. ... ,WALL FWISIHE55NALL BE LI. 7 7O:L A :. AX TI. 5 ALB RIF1B0 OTHERS. TO t. B 1. _M H. VE.. RS- c: A 7ELYTRANSFERLOADS D HOSTS SHALL BEE:. RE QUA.... ,. ._ B• CONCRETE ANCHORS NOTED HEREIN 5F61LL BE EMBEDDED TO LJN CRACKED CONCRETE ONLY.: p 1 sA � P B, E F IS......5 URE :.' O19 MI'G E#I5T1 G. -O I :MSY V 8 '_ +s H R EX TINO 7RUCT W PR4 N C. N 176td.5 Fd LD - h'I+R a1 _ _ N - S, ., VERIFY `."TF 51'ENERS.ARE INTOrAPE DATE wOClD.fkAMING MEMBERS, NOT L GOD. FAST ING PHA. N ...YTS' ftJ Ol'LYL'4IJO6 IS EPTABLE ONLY FOR LLC351JRE PIECES, T C NT F E 10, UYHERE CHO SFASTEN O FAGE OFSTUB MIN � ER SHgLL BE LOCATED-tP7 � AN R If NAOODS FIS F,FA+TEN qq Y CENTER OF NONI§N L1'. : A". MIN WOOD BTUD (':EDGE DISTANCETS ACCEPTABLE FOR W D -R: ING 06 raT D`SHA�BE 'SO THE N IN G L155 aR T DENSITY, !tuSCREW,: FRAM WOOD U U R P E Cr A EP G 5 RE ry + t, �;.. SHALL HAVE PHILLIPS PAN HEAD OR HEX I�AD - $ � 8, N.�' IL REMOVABLE ANCHORS ARE DEWALT PANELMA'M ALLPOINTS SOLID SET a BPAbS PUSKMG Y MACHINETSCREw5 HA HAVE 112 MINIMUM ENGAGEMENT, OF THREADS TO E ASE L2 S 4L E. NT THR N A n w sNRe§o9 = ANCHOR AND MAY HRUEETTHER A PAN HEAD, TRU55 HEAD, OR WAFER HEAD (SIDEWAL}c BOLT) U:N'"f7- r� t4, MINIMUM EMBEDMENTANI�EDGEDISTANCEEXCUIDE5STIJi 00OROTHER WALLt7NI5HES+ 20'31W a: 14, DESIGNATES ANCHOR CON itt10NS WHICH At NOT ACCEPTABLE USES: INICALth 15 DIRECT MOUNTING CONDITIONS SE, s R� RPO T1OM1l I5 OT PF ED DRU�'E• rTH ':E'tdEHOR 5¢Fr -bUt �STED't]N - $ NER SLATE LA. 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"8 EMS 7 A-� Ep 33 7 t nil llri,. AY P4. Ivf Uo"sAmG dS @u 52 F2 125' ]4 t23" 1&0' n" 59 125 LX5 4D" 6,25 ` 17V _E" A.1" La,S E 28 12,3' 4.i• d.b' 62 5,'. 1 .3 4.7' q.YP- 2 � 5 L.. 2 s 5 3 TS xz 3' A a S 25' s ' �' :4 " 23 4.r A 623"i5'.�: fl 12- " 0.]' ',TAr.. a a--P N � C10 U CD_CU •CL 0 O .� CC 0- Q O O O Q O 0 U_ 0 .� C Z3 N Cn L_ � Ca O �a- .� VJ z z W J C'h iV N.. '® o cn �! `j ..... V2 cc R i to Vf �e as m a t� ED ice w CA fi! c cc ei Cn a w CDr� i -4-0 U) (D !] cl� r O L �W/� V, CU M W LLl 2 Q Z Z Q J d SHEET NO. SH 1,5.