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HomeMy WebLinkAbout6376 Beverly Hills DrII 3 -o 5 tN M L0 L0 C Q J M E3 a co N M Ln 2 M 0 L0 cn O .a c 3 a O E a 0 s c i a� t� c v X a a 0 -U 01 2 L� 0 c d c� N ci a ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KMlall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear R. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WOW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated INS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 03-27-14 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATE 08-23-19 2.1 TREVESTA 150-C ENG. 12-19-20 3.0 FBC 2020 CODE UPDATE 11-29-21 4.0 ADDED ELEV KLM PER C.M. L-lill MEEN, L -11 3326 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS___ F1 FOAM DETAIL 4.1 4.2 FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN _ 5 HVAC PLAN FOUNDATION PLAN 6 7.1 FLOOR FRAMING PLAN 7.2 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S31VI MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS D3 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N cv Go > W p C) 0 c m C, cE+-a N c c y C, . U Zi L � = m = o IA C c E o EC IVE NOV 212022 ,�����y,;lil�i�tllt►Pl+td ,,s�,rr P : NSE •• �, ��'; � GF' �rLrp •: 4— '1 C tw �leu rr f: S S � Art! To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal 0 W vE Q N O C ap) N r ao V 41 c C0 co ari dj M u- LL a JGu-U a Yr� Z — - - 03 1d -f.;t-4 5 S0 W W`� `_° ��pjO1 m W w Z `B N Z d -' I IL ZN OU U W 00 V M � Z N z � � J — N to z 2 LL [n LU � U 0 W s lr c Y (6 t- in U ' w e L 8 x_ 1 Q N M o W Z U- o � o oLL Z® EE cc gad O < U Z C N aZ °d p o W Z a?o .0 WZ zWZ Z szZ N'� 3 a aWZ $ a IIJo o 0 �o v a< °3 0 `o = > d. J L rn a F--CID r r N J r Y r. r v J m m � LO T Q N 0) I N CD N N T Ll') M .. r r ui io z E Mifi E a. U -J Q 0 -J JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. C S t , ALM L!L."I AdL4J,k&4,.. .� .-_ - - _ - .:. 1- .: t . iu. : e t.. I . - - _I - - � � J� �i o l� = i cm .o 3 Q (AD CN in N 0 J t2 I P LO a Cn LO M I to 42 rn c 3 Q 0 12 13 c i L� -0 p CS i a� 0 N Cl- CD 0 a m c d $ 3 TYP @ 1 STORY S3 t H.B. *TYP O25-SH @ 2 STORY C 5-SH --R&S- 6 -� ® EQ E �IBERGL.ASS AC PAD AC PAD O SHEARWALL S3 I SURROUND --' STEP /O - - - - 5' 8"3'-5'! 12'-0" 8" - -- - -;- o .: MW I f ^ OWNER'S _ _ 2668 , I OB N� SUITE 8'-8" C - TILE I 2 w Og 8'-8" CLG. 266 - 1 60 N .i N P 8'- " C ` CARPET SIM. I I - FIBERGLASS I _ I I� FLEX � f? SURRDOUND , I $' $" CLG. - BEDROOM 2 41 `tj286 _ I I CARPETW. 8'-8" CLG. =tn cnww oCARPET N I D3_ SHOWER I ;I. C. N WCa18'-8" r CLG. Z =w TP � I CARPET w I I B O 19'-0" H3 ,2068 _j W 3,-7„ I 6,�" 1 9._ 1 „ 3, 0„ 1, 8„ 50 8 68 F r` w Q W S4 I h0" IR.A.G1 �-- ----- ---------------- ----- HDRAT8'-0" ___�1 ------------- R&S DR,AT '-0" R&S `' HDR AT 8'-0" PLUMBING LINE TO ;. I Cl) r SECOND FLOOR I ((3)) 2x4 #2 SYP rl in T iv I I S1"UDS W/ �3 2x4 #2 SYP � OB N N I I ;n F DTT2Z @ BASE UDS W/ o DTT2Z @ BASE TILE ENTRY v 21-0" 6-7 -6' 34 17-0" t 8'-811 CLG AFF - G.T. �! 3068 I I io Oto N I -- I I I Ir = c � CC D I C IIif. - - S3 16'-8" S3 4,_0„ - - v = II ... S3 _ a � II STEP o I f rr' I I I GREAT ' a i -- -- -- I $'-$" CLG. TZ!N r---rROOM III I ° W r I 11O I I I ! - - - - 2 CAR GARAGE CARPET III" U �' I 8'-8" CLG AFF I H I I 4 SH. A - KITCHEN _�_ I ; 11-3 2_' DUP- 12 I O ; o I I .. -- - TYP @ 1 STORY � 8'-8" CLG. I - - I � � SW - - - I 3 2x4 #2 SPF 0 I a I I I I _ N 18'-4" , -- � TIDE ---- - - - - _ 4 3..} �� _ _ oo / DTT2Z @ BASE 20'-8" I iL I b co c CC I > I I 00 00 I (3� 2x4 #2 SYP ss UDS W/ �- OPT. - 15 _ -a I t- - - 3 2- DTT2Z @ BASE REF_ 1116 inn S3 I O I I e' H1 r--- u,N I I I 2668 O STEP /ON co PANTRY -I - H 20 0 I 0 ~ CAFE 3 A - 8 -0IIII - I I I op 60 8'-8" CLG. 1 " 00 - 2-6" 1 BUILDER TO PROVIDE I I I I I - C -- `� 5 CIDI I CARPET SHEARWALL D2 TILE CID N 8 -8 86 CC APPLIANCE PROTECTION I I I FL1AT L EO PT.i D S3 WHEN REQUIRED PER FBC I I I m co TIL 00 a VERIFY LOCATION I K I I I I _ w= co p� ELECTRICAL PANEL--_----_ -- ----- -- R 12" - DEEP o CP T-O I G)_ W.H. N *- N \-- HANSON BOX A DRYER VTE @ 36" AFF D J S3 TYP @ 1 STORY S3 S6 TYP @ 2 STORY _11= VERIFY METER LOCATION WITH BUILDER H.B. 3'-0" V-8" d'-0"L L 4" 4' HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91 /4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 38 J 18 } X 37 1 S.H. 14 20 X 501 184 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 18}X71J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 27 1/4 X 38 J 26 x 371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 11­16 27 X72 26X711/2 S.H. 22 37 X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 IJ 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52'} X 25 } S.H. 33 54 X 381J 52 J X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 J X 62 # S.H. 36 54 X 72 52 } X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: Y4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 QF +26.6 / -33.5 OG 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 MASONRY HGT. @ 9'-4" 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" FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 37 TOTAL AREA 3816 PATIO 24 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) CV C-1 C%A tit 0 O M �v 03 � N lL O a- N -p N i a �:N d E:.. 1= ' CIA: a c Cc o w �� r��0 WN ��i F • kr E. �,,•Eg To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» 'W E $ = 0 N �Y _ M N N O % LL Q C-1 q � JELL � W a d 11 �13 Y Z co C i 42 0 �gQjO' m Lu t 04 'Z d K LLW Z N (50W 00 0 J - N M N z � � o +-J u- •U o .a -� O s W04 N c_ N j; U 0. c Q Y N °01 o W Z IL E gp wLLz• ¢� a O i oa O z p- O E N ru w o W = - r0 N C FEZZ 6 �oO 2LL z - � NO aF 3 �w o W=k LL �CD o zl = 0I� 0 3 �C .2 CD = LO LO ~ co J T M (V _JCrT r U) N M L0 Q N O) N N a) 04 N Lf (M Q r E° n T Z ce z � rri E M M aU _J q p _J JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. 1.0 3 -v Q N M 0 N O J M O i a N M ts N LO O LO Q N E: t"- 0 s c y N CL 0 a O 0 s tZ 0 ci a 0 S 3 a r------------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - 43'-8" (R\. OA H16 25 SH D2 EG ESS O FIBERGLASS I o SURROUND 3 I B E DRO M 5 --r -- r D2 00 I 1 _ „ BEDROOM 4 '� BEDROOM 3 - �- 8-0 FLAT LG. CARPE ,_ „ 8 CLG I 8'-0" FLAT CLG. 6 o B CARPET I CARPET D2 = 41 D3 I r CHASE H1 - Mw 00 N 0 w O `T ~ d 5,-4" 2. V' 4'-q" ih " 11' 4" 1 2' 4' 00 �. ,-0" CL �. TILE ova I m Y I o CO °o Q00 co n u 22 W x 30 H MIN. I; - CCo - - ----to N ATTIC ACCESS W.I.C. I I(THROU(iH t�2O68 WALL) FLAT CLG I a.8'-0" ccooG.T.N-CARPET I 'I - R&S I A6 I 10'_v 7, 3" I 6 4., H1 S IA L x- _ - H DR AT T-0" _ _ _ _ 2668 I O 0 T-1" 13'-7" 1 I 4 m -1-J ---" I I - 1 1 Cn A/C CHASE ' +42" HALF I I _ _ _ _ WALL 6 D2 R&S - - - - - ------- i�' 008 1 1 I iv tcD�i I H1 --- - I I 04 1 5068 1 BF 11 I I 10 `" _ _ I T-T' 4'-1" T-9- 1 OP N ` o0 14c�D I ' 5 z15 LOFT ' 6 - D2 16 8'-0" FLAT CLG. D2 e -- -- CARPET H1 I r I N O 11'-82" 3-4. 20'-11 J" BEDROOM, N . M 8'-0" FLAT CLG. 00 `D CARPET i I EGR S O H1 D2 3 3 D2 D2 )/ 9'-2" 26-10" 70, 36'-0" T-8" 43'-8" 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 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. (*)>9'-0" SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4' -W END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38J 184X37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 624 S.H. 16 20X72 18}X71} S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 � X 25 } S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 NIA S.H. SECOND FLOOR PLAN - ELEV-Al SCALE: %4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or class 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 wan: • 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. M 1507.2 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 O +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 9'-4" 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" FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 37 TOTAL AREA 3816 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) N N 0 N c d� CIQ } W o F-- a a` o tJ cc OLA_ 0_ N. �9 O i- cr- s as, 3 � N ¢ � C E _e o exu 0 �FtO WIC i�i 1���e 1 • • - rNi 1 0 V� O� � t 5 0R ••'•• F 1. /` •.•�• 2 �•. 4 /,t11#lE6 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W E M 0 V 0 C N r 'N% G� r Z Srz 32 qb gy M � 2s2sZ LL C _J LL U. S t9CR t+ SS a a 4 te � T - W . it Lu Is m J IL 'f• b N z d Z NIL OU W ❑ ❑ 0 J 13 U) az 5 ) o LU " w W Q A U 0 uJ 8 CC11 w c � � Q Y N ago S o w Z M a zo o� z Q;_E E V H 6 < �. V °wM �0 o O E :o a Q°z � WWWz +� LMm� - �Zz =8 o zC/)� in J aro gZ o S0 Wa U LL N o z� c il°dTc0i 0- 3 y O i Lf) Q 0 N F- T � M T CO m N mM 4-1 LID _ 4-0 0 N o� N N CNI T Y LO CV) � Q r ci M t\ �' o Z E M E m = ii U °J a p JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. 1.1 9 3 E5 a co M r•7 UrIj U-j t� J 2 O Q co N LO LP f� QS Q 1/2" ;AP ON @ 16"o.c. AND 3" FROM EA. END. STAIR CALCLITIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING E T T� CONT. HANDRAIL RETURN TO i�WALL DETAIL 'SCALE: NTS a 3/4" PLYWOOD DECKING STAIR SECTION. SCALE ,,z._,.a. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the Gear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding Y% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and anv soffits protected on the enclosed side with 1/2-inch gypsum board. a0 00 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / I I W Cr >% / MEDICINE o CABINET 00 d LL Q LL ; O N M `N M M 0 MIRROR V h M 0 - - — — LL_ �L_ — — — — — = 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER I HOLDER ` 1 "A FIN. FLR. r� 0. BATH 60 KITCHEN ISLAND 00 0 F, q M BATH 2 Li 9 M 1 4 iV M 0 LJOPT. REF. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD r>~— TOWEL BAR IN TUB OR SHWR. SHWR. VALVES O— SOAP DISH 0 Lr) F TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS g 11 w a. 0 00 = o r co d J o0 U Cn O M SINGLE ROD CLOSETS / LAUNDRY co co O CV 0 MIRROR co E IJLL�� Fr3 BATH 3 KITCHEN INTERIOR ELEVATIONS SCALE: 1,2=,.0" 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE o FINISHED COUNTER TOP CABINETS - 30 H BASE O 00 I.L- 0 (1 2x r } U) 00 FRAMING CO 1 /2" GYP C_'? BOARD — T FIN. FLR. . SHELVING CABINETS 8 4 O O V- ch �' 04 N CV FIN. FLR. 101 ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DIAGRAM SCALE: 1 /2"= V-0" s� CV 0 a -n 0 N C Ll (Z c0 O ti. 4N G O 2 2 N �. W le CL d a, w to � L 67 N C c.� ar � c a 9 Cr •� T C E O O G. u i i tit11/�jlIfxz /' - •-• Vq r W .`ate OF>rSSO� �\\\ r 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 8 t� W 00 ENO * LL Q C -� 2 V, a. LL SSS p. I� J — Lu Z fe C M�t0 vs W Lco Z 04 M Z d �' LL N OU U Z U W ❑❑ Z � J 13 Z CZ �� N W � a V 0Q) V) c �N � •s w� L M 04 C7 r-- w o B E i=_ F RU 7, Z O ° a� aZ 0 �� - C =8 zz >Z Z J < O z cn rn owo U W�w Lj �o =k o Llo m V' o a o� col 3 �O 0 = 12 >� J LO LO ^ C9 ^, M :3 N M CV J YCr .-- Y N m Co LO Q Q N N � 64 T ^ Li CM Q / 4) m Z, r H c z ZC CY) M G C�a. ar U a � JOB NO : 22-08313 SCALE : AS NOTED SHEET NO. 2.0 MEML_jam =Al _ L .A�A- i, ! - �- -,,. -- - -- 1 -�u1-1AULMUj :..-_.-1, p�- - 1 - # I I - - - — �100 0o fV n i` SHINGLE OR TILE ROOF PER 12 COMMUNITY SPECS - INSTALLED PER 5� MANUFACTURERS SPECIFICATIONS —\ Arwill MEN m* NFA 1" x 10" SMOOTH TEXTURED TRIM / BAND TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) F9 25 SH 25 SH 8" X 48" SHUTTER F2 12 zz::::�5 FLASHING 25 SH 1" x 4" SMOOTH TEXTURED TRIM / BAND ------ T.O.P. — — — — HDR HGT. 18" X 60" SHUTTER _ CV P EXTERIOR RR n ON FRAME 2nd FIN. F %HEEL — — — — — — — — T.O.M. CJ /WEEP HDR HGT, F� TEXTURED F- CEMENTITIOUS FINISH ON C.M.U. 25 SH 25 SH L/ ........ FIN FLR F2 00 FRONT ELEVATION - Al SCALE: 1/4"=V-0" 12 5� 12' RIDGE VENT 12 �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.P. HDR HGT. 1'-0" 12 EXTERIOR 15 PLASTER ON FRAME 25 SH 25 SH CJ CJ FLASHING —, 2ndFIN .-------------------------------------------------------------------------------------------- T.O.M. CJ / WEEP HDR HGT.01, 1 -- T-0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. 25 SH (TYP.) FIN FLR RIGHT ELEVATION - Al SCALE: 1 /4"=1 r-0" REV. lV N N 00 c 0 ou O O a t-- n N � a Kf- d O f0 Q � N Y W d aw c E � c 3 Co erg a�i aj s+ N fl C E to 0 a 0 .�� ego W1y ` .•NSE _ U < V CEO • OF FLU 0FE S S1ON; �� \ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within fhese drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E ni Q � O ej C24, v J u i LL 103 gLLLL W 0- Z @ c rn o- t @4 � O � W 63 T m9 L L�ANtO .. NO M Z Q J ZN OU L) W 00 Z c�1 Z Q � -J rL- V O U 0 W $ N c w J t w a E E ., wo a Zo z Co H - N z x8 UO ¢� � oa _ ° O� Ww (D i ado ¢� ro Nt CU NO m0 0 Zu z J a� QW f Z ql �u z O 4a �O a co �zZ ila 0 3 c C Ln L ,co Q C') J �• Y r N m m LCO Q N N N N� r L / a� r w Z Z c E M o m c a. U Q p JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. 3.1 a 3 Q N M LO LO X 0 J rh 2 0 I N M M LO 1V 7 N J M I rn v, c 3 Q O E E L c N EE i a i a 0 0 O J N t.� 0 0 a 0 Q a v to SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS- 12 5� 12 Z:::::�5 T.O.P. HDR HGT; --------------------------------------------------------------------------------------- — ------ 11-011 FLASHING EXTERIOR PLASTER �' ON FRAME 12 4' OFFRIDGE VENT 4' OFFRIDGE VENT 12 5 �i CV � � 5 2nd ------ T.O.M. EXTENDED OVERHANG TO BE CENTERED ON TEXTURED DOOR CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 25 SH 25 SH 25 SH 25 SH SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - --------------------------------------------------- EXTERIOR PLASTER ON FRAME — — HDR HGT, -H 11-011 ------- FIN FLR OD lip ED REAR ELEVATION - Al SCALE: 1 /4"=1'-0" 12' RIDGE VENT T.O.P. -------- HDR HGT CV r- -------- 2nd FIN. F HEEL -------- T.O.M. HDR HGT -------- FIN FLR LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" REV. 09.24.21 N O N � o CA = a� o > w U aa� o 0 c ca f Vf .fl N L N C7 E � L CM y QL c E o L 0 \0011I Lt 11111t/i/ '' • •' •: �NSE o � �O• �� �Q: UCj n�Z :� •• FLR F S 10 E S \\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. g N N_ OnrO 0 9 — 080LQ 0 to 603 "r-1 'Z T? S nk N O 2s2S # LL m J 5 LL W SS JLLLL a --per a Y 13i f28 �c0 f O Wr3 2 a.) m Z Co N Z a IL J N OU 0 0 = W 0D 0 z N z� Q J CL � N Z Wp W C.9 0 Qj N V W W y — � 0 w � c W g SO z Y Q s o Z w z C41>S o a � 11 E zo Ul > zo Q Wj R" Oa 1-- O C F �, 8 Z N <o ao �z ar Cq C O Y mo >-LL i z J orb az sZ W 3 a 0 0 ao �w U 10 N" �gG I$ O Z w� r >i a CO w z°d °3 J L0 Lo m Q Lco c� r � r N Y � r .1L M W m L ¢I O N N o M T LO M Q r m n 3 T rri o Z z E M E :3 a U -j Q a � JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. 3.2 r-, 2-1 1 N 2" N 00 = cD �■ VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" =,N iv 2 = 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1/2" RADIUS 1" 4" VARIES VARIES r 2 ,;� SIN CAP N 1" 1" 1" 1" 1'-0" 1 � iv �, M T N 22" 1 1 1/2" RADIUS VARIES VARIES .-1N 1„ 1' 4" 1" i n 1 i_Orr 1 n 4" 41, � 2 2„ 21/2" RADIUS 34 4" cD .� a 1, 1„ _ < N rIN 3" 4" 2 Ak tD t� VARIES 12' 1" 1" 2 2 SIN 32" 11" 32" 1" 1" 1" BASE L r fD N BASE all N 4" 12n *NOTE: VARIES 8 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING 2" C I g I 1'-6" iD 2 io 1-1/2" THICK 1-1/2" THICK 0 9 CV 10' 4� 24„ 2� _ = v T T 2 I I 10" 6" L Q t0 =N ;h 4" 2�, N 2" 4" 3" qq q 6" I Kill! fn > Cl) > ,yam 1-1/2" THICK 3' 2a" T 2'-4" 52' 1'-5" 52 00 54" 1,�" 3" —gip N �r � io a•, VARIES VARIES 1" 2 w CV 22" • VARIES VARIES 117 S _ ii iv °° CD i R FD 6 • -�- 2' MIN A�t �� 0a 1 41 2 a 6" 4" fV fV iD v R4�r„ Sv 2 KEYSTONE F11 0 2 OPTIONAL ' 4all " GARAGE DR. OPENING 4" oO r` KEYSTONE F11 OPTIONAL 3' a 4" WINDOW OPENING Y4"4j" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" co 1 ° NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T-8" 4" T-0" 4" 10" 1' 4�� 10" 14° 1-04" 14. = N 12 54 2'-1" 1'-1 54" 7" — 1'-4" iv N 2 N 1" 1" c co (V 4 N 2 2 2 0 • Sr* 1" 1 Rro„ 2 � 12" N� - 1'-1" 1" GENERAL NOTES: r • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N N 4 am N 0 QW O Y C rn A O d •, c �c C P C N � T 'R= c � w a a u N O N ti O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q E ao g 8 to N CID N b M0 •/ n 0 C J LL W L l ,w V Z J uj -va, 0- S2 W N O ��rnrn W IL ILZ N N Z d J ZO co W V L) ❑ ❑ /n V M Z N f7 z Z ono Q v N N - z � (L) D o LL ro W � W 0 0 V w o c r NLn l.Ll J L ._ c _ • o M � oZ�i W Z LL 20 T =_o 0 O E c� <_ H I_ 0 x0 oo �~ oo Ki Z i 0 aQ rW d �Z o ZN= -C ;8'<Z 2' d 3 aa° 0 � ZZ a coi W �g �W �G <o v zi ° 3 O i N > d' LO LO rn a' m � co r N Y Cr T m m �N� Y _ Q ♦� Q N I N CV '� N L LO M Q r d m 41 T n z z E M N m a E U -j Q p c JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. F 1 EL__ __ , IL—J.; 1 i., ,l...I 1 ! _1.1,__...t4_lWjiLt1i", . iJlll&�- -I- I _ iyt lull! • ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. M C 200 150 UNDERGROUND IDIs SERVICE BY POWER CO.�� INTERSYSTEM BONDING Q TERMINATION PER 7f NEC 17, 250.94 J GENERAL ELECTRICAL NOTES: I Typical 150-200 Amp NOTE: ELECTRICAL MATERIAL AND Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UT In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & 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 wail directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY FEF DUPLEX CONVENIENCE OUTLET FfF DUPLEX OUTLET ABOVE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FQwF HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 3 THREE-WAY SWITCH 14 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 06 TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN 1 ` ,QI EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ; — AC PAD i 150A/200A INDOOR I PANEL CENTER A14 to lights & outlets NEMA 1 10 #12 to appliances and GFI �I z 0AAMF 0 Arlo to wH It 10 #8 to Range10 / R6 to HVAC I FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: 74'=1 r-0" N 00 O 0 f= Cc mC cc co •.CA 'O . iL N o: E c m o = a 'Cc ID N c E ev c d U , 10 N N 0 N 1 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 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. a E 1-go c C48 V to o04 do c iPi M0 J di M � Q 46 LL JLL� LL w a Z � 0 � a 2 L CC 04 W��°'°' O Z In Cl) Z m d K NLL a OU W = W Q r_1 r c� Z N z c' Z J -N `Z`^^ -8 V X4-J Q N LU o p U O W g N Iz N r'n U Gii now is 00 Q 0 N o W M Z0 � 0 oLL s ZO E lJ w� I— r0 go X U U Z o E ¢Q ao rZ N16 a� wZ �o lO ,_ � y� z Z Z N J �b aw t� (/7 z N r 03 Z Z O go_ W 0 �o x O �LL _ IJ� z °3 0 c 0 LO LO d rn M CID r N ae M m LO Q Q CV 0) I N N .0 N T Li') M r Q t E n o � T � Z Z E M c c a o JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. 4.1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A1200A INDOOR PANELCENTER t0 lights & outlets NEMA 1F::�::: to appliances and GFI 150AMP/200 AMP#10to WH 50=2/0 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range Is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET L DUPLEX OUTLET ABOVE COUNTER W P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f.0h 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 Ifl EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I0 PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER vpn_ ELECTRIC PANEL —1111111111-J! DISCONNECT SWITCH (Z\ N 19 G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT -------------------------- I I I I I f I I I I I I I I I I I I I I I I I I I I IN ATTIC SPACE I SWITCH & LIGHI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1 BEDROOM 5 1 1 1 1 � %% ROUGH -IN FOR !�� OPT. CLG. FAN/ \ LIGHT PRE-WIR \ I ri \ 1 / S.D. \ I 191 1 I 1 I ROUGH -IN FOR % OPT. CLG. FAN/ LIGHT PRE-WIRIr/ 12/ A 6/ \�) o I BEDROOM 4 -' 1 1 1 ROUGH -IN FOR 1\ OPT. CLG. FAN/ Fl�\\\LIGHT PRE -WIRE OF \ re i --_ `I'Y C.M I\ C. M L_ V J BELOW I I � ROUGH -IN FOR / I I OPT. CLG. FAN/ LIGHT PRE -WIRE 12 - I i'0 --- LOFT 1 I --- r C.M./S.D. I 1 I 1 I 1 I 1 ' BEDROOM 3 I I I I I I I I 12 ROUGH -IN FOR I OPT. CLG. FAN/ I LIGHT PRE -WIRE I 1 1 S.D. I I I I I I I r—� I I SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: 14"= V-0" clue CIA o > W �� o a N t0 O L y N C7 e6 ao is y ao u Ja � . ar c o � T es. � E N N O N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rA Q $ C 8 00 A� 2 Ci to Cn Q N lL Q C J 5 LL W SS ,n ?" JLLI Q. R L W A W on m � N Z Q J ZN OU 8 W 00 � Z M Z z � � J N N c� Z v t0 € 4J 'U C-13 LU o gg 0^ W 8 ,(/11 v J (_y N 'W 8 t 8 c �0 Q y M � W a J o z � E Z' g OLL a ZO ru Wi oa I� wo XNS °0ro wul WZ t mf4_9 N(OIi oU oZZ Jm�Cm3 m Q WZ z W d 3 3 v 3 $ �� g° Z NK z �F 'tea' �°dTTc�i a� 3 Q C120 1 rn _ Q 0 CL F- T � co T N Y Cr Y T M W (n LO r Q � O N ai N I N C14 T L J M Q T E c t\ O M T E IM N Z ` M a. E U _j >3 :3 cc Q p c 0 JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. 4.2 • z 0 U) z XW W LL 0 0 0 w x :1� ZONE-1 ATTIC SPACE 733 SQ. FT. d 0 N s z W w O 0 0 v W a 0 J N T : SLOPE I12 __ ­. ...A . -- .. ­ .. -A, - ill_m , t Ill, .L� Y 61, 1 .l ._ - - 1 i. i 1 .i-i llit J 4'-0" ROOF VENT 4'-0" ROOF VENT W a 0 J N ATTIC VENTILATION CALCULATIONS - Al ATTIC 1V�NTILATION REQUIRED UPPER VENTILATION PROVIDED 1il60 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. IN. of SQ. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to by Upper Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN. of (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0 2 Floor 733 704 101 352 25 176 276.0 0.0 276.0 (Zone 1) Main 0 0 Floor 17 18 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 12 2 Floor 1552 1490 213 745 53 372 456.0 (Zone 3) 180.0 276.0 —NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. I I I I (L I 0 I N 12'-0" RIDGE VENT LO ON, RIDGE I W I0- 0 IL co J• I 5:12 SLOPE. ZONE-3 ATTIC SPACE 1552 SQ. FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Editic (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vente space. The ventilating area may be reduced to 1/300 provided that at least 4 but no more than 50% of the required ventilation is provided in the upper por the space to be ventilated. Upper ventilators shall be located no more than 3 (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SC *If not enough vented soffit is provided due to fire protection, the contractor shall u following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) I fOP2EW ZONE-2 ATTIC SPACE 17 SQ. FT. I I I I I I I I I I ROOF PLAN - ELEV-Al SCALE: %4'=1'-0" G,VA •' • * �i - �•.J (,(0 o *� F LOB ' � `V To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W CS E M N 4- O - 100 Q y' M C LL LL u a Z m ' °' t m� a W Z LLW ,°moo M Z J a Z N O c) co 130 0� z N M z� N :27- 4-J cn M 0 W 8 N c 04 U„ ' m E 01> U ¢ Y • s �zz M ti o w� spp �aR wLLz® aEE Z � �U Ff0 r6 _ N x V ¢� L) a O O� o r0 C U O z oz Z J N � "m <b aw zZ N °2 az W L) $� �k 1 3 C o w� J-3 r 3 0 C Q i J L(AJ _ I LO T c� Q P1 v r N m m LO Q 04 0) I CV r- cM Q E ^ o Z E CM a ci ¢ o JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. 5.0 'w■�r � Mm'� �rl^IIAInA!l�RI � 1 "IC v, a N P Ln .8 J t2 O I Q N L N J t2 p I 3 a N E c ri O a 0 v t� 0 Nd N O 0 8 C, Q m �R 5 62'-0" 18'-4" 43'-8" 1-STORY FOOTING FOOTING 2 - STOR 7-2" 2'-2" 5-4- 4'-2" rB" r. 5'-11" L. 4'-53r' r. 1,11" L 5'-9" 6 T-10" r- 2'-5" L. 3'_' g" r_ 2'-68rr L 6'-Orr 6r�rr TYP @ 1 STORY A S3 ' H.B. TYP @ 2 STORY J S6 AC M AD I 20'-10" Ilk!AD i LAV.:: I I L- TUB / _1 M \\ \\ IIre 2STORY io �0r-0" I -11 � 2STORY o \4 co �� �� � = S S6 a, j J\ iv t1 J in S6 I N ■. _ � IHVAC -------� i SW j I f Ir : a o0 v CHASE � � r _ I BASED ON LOCATION SHOWER I PLUMBING �I o �� _JLINE TC1 - j SECOND: STUB UP TO 1 �} Ci _ . INDICATES FILLED CELL w/ 3000 PSI - CONC. GROUT FROM FT. TO BEAM Wl (1) #5 REBAR VERT ABOVE SLAB TYP I _ FLOOR • : _ 2ND FLOORCi I � � � FOR A/C ; "' � ; t PROVIDE Y2' C;, @ALL PLACES SHOWN HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE "GRADE �� I j - < III r : ; �' �� u , • 1 ' x 9 Y2 " : , RECESS FOR FRT. io ' M SLAB 40 STEEL" .'..........'.'.'.'.'.'.' _ _w L t- J ....................18-10rr...... _ - DOOR 1 22'-10" 1'-3" 1'-8" 1 18'-4" 5'-9a" 3r_O" 2r_8" 5-4- a� x 2'-6" x 1'-0" J TYP. W/ (3) #5's E.W. 21'-6" 8'-5" T-10" S3 TOP OF CONC./ 1/8 i -O! SLOPE L 2 STORY PAVER TO BE 4" �rr S3 _ ■_ 2'-6" x 2'-6" x 1'-0" BELOW FIN. FLR. I o0 � ` I W/ (3) #5's E.W. I I 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. q CA)-f-CJ I I I I I SIM. W 4 d v III STEP CC i =-1`l0 I KITCHEN C S3 S3 (2) #5 REBAR = 3-1/2" MIN 3000 PSI CONC. SLAB FOR I ISLAND LOW j II I � JII� I I VERTICALS w/ in FILLED CELL .r Cl)I HERNANDO COUNTY ONLY WALLS I II I �IIZ I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 IL1 ` J��' I =1 19 :F _„ �-- ` V _ MIL VISQUEEN VAPOR BARRIER I I I I T I<1 CHASE TO 11 1 W 11 I I I II L� 7 r Of ISLAND A 11 S3 S3 •18'-514- 12'-6" x 2'-6" x 1'-0" I j 2'-6" x 2'-6" x 1'-0" SW I J in TYP @ 1 I W/ (3) #5's E.W. I I W/ (3) #5's E.W. S3 STORY I I! 2STORY = - - - o r — �1 ■ • (- -1-- CJ — I - f- CJ ip '-0"x8'-0' ICONC. PROVIDE 1 Y" RECESS TYP @ OPT III FOR SGD. REFER TO 2 STORY REF i i 'S (PATIO SLOPE FOR _ ( WIDTH _ „ , , , S-3 1/2' SLOPE ��„ S rt � ( I S6 "' - - - BUILDER TO PROVIDE 1 Cv _ APPLIANCE PROTECTION io 60 1/8":1'-Orr I SW WHEN REQUIRED PER FBC SLOPE 18'-4" 4'-6" It T-4" 0 T-8" L 20'-7rr 2'-6 , L ill I a, - - - - - -_ o - �• :: -' CC - ::.... �� S3 7 I (2) #5 REBAR S3 II l I: • CO-� VERIFY LOCATION VERTICALS w/ in — ■ ; I tl I W I I: ; ELECTRICAL PANEL FILLED CELL oo T-0" ■' (------ ---�-- -- _ o FOUNDATION PLAN MONO - ELEV-Al SCALE: Y4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ') w w Cn CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "*Alternate: The reinf. bars shall be cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" CNA C1 o d W C2 ono a- o c 1O m >< a N ra a y O f0 Q,.NX ai O O T y � E tc o ���`4�tq�x1111i1lPO!' 9 �`•�-,�SEUj ���'; qvp O g� N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 40 EI- o CS 8o tp .d ri Q � rnN 9! LL JLLIL LL W a a 4 ZIL c �i W �'MNrp � O ZU) co m N Z Q J Z N OU W v ❑❑ Z QNQ z �f z ti a N V) z �4-J LL `V cn W W o a V 0 W 8 m �NW� _ A w m c Q a 441 CM M " z o s i Q E �� o �° EG =_e 1 �, RU oa UU �V z E0. o O T N i a� ai w o °do &z wZ Ix w N m� gZ z - �� Q V a W U� 0 R �W xG ~ - C _� o� am,", J dNJ Ln LO T Q c� � T T N Cr T N •.. In 1O �r 0 04 N N NI C:) LO M a �1 t- E n o Z T—', E co H z W d E .. U _j •�+ Q p C C J JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. 6.0 Y 1 Till ■ I!� I �Ii1�Ri1 r 111111111"R. rn v a cc N rn rn 0 J t2 co M M LO 42 cIQi g N J t2 00 0 LO 2 0 chi J� c 1� 3 C Q N i� 0 WE s 0 i t� a 0 a 0 S Q E 2x4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. 16" FLOOR SYSTEM SEE PLAN FOR DIRECTION EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. FLOOR GIRDER SEE PLAN FOR CONNECTION SECTION @ FLOOR CONNECTION 22 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 HEIGHTS 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. 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 -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 (24/16) or 1Y32" EXP. 1 (3yl6) TILE: 15'32" EXP. 1 ('2/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8' ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 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 31/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 6D SINKERS& LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16q SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od 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 1 12 -10d SPT24 1 1090 1 1 12 -10d HCP2 1 590 1 555 1 12-1Od x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-112" * 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 W GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6.0" ON A HORIZONTAL PROJECTION. 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 a SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—Al SCALE: Y4'=1'-0" � c p -o -o Cv � W �sv a 1-- (.� c 1° m p N N C a- y O M d u 4 rx 3 ec 40 c 40 a y a. � o 0 0\111d1111iFil3'IP 'J S E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edifion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CS E FA0 d w 111 n J di a M V' u a U_ l L LL W � Z a m cM a x 0 Y;a2 N O z LiR unW r°n2pjO' m 00 04 N Z q VZ N OU W ❑ ❑ Z N cn Z rz U) Z CD _j 0 a V 0 cn c m �N U d •- 8 m St • UIn o w z ch o1 � E €� oLL s�y aR ?® Q E U H t- Ili U �U a� O U H Z CN N i °dz ao mg C o oLL z Z fq �W aw zz g az W a� U Sao �w �k o 0 z z< ° QO = LO LO T M = r N J Cr Y T m m LO Q O 04 0*) N Qi M T LO Cy')Q T T 4 T Z Z CM ca a E U _j w Q p € JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. 7.1 �1_ ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (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 -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 (2%6) or f V32" EXP. 1 (31/16) TILE: 1%2" EXP. 1 e346) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. CJ1 CJ3 CJ5 CJ5 CJ3 CA lzI� a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9- 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 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 1 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) 1 0dx1 -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 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** - 8 -10d P HUS26 1320/3235 ** 1335/2820 "* 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 114" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ( 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 1/2" SP1 555 535 10 -10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1Od x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 'FASTEN EACH to) 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. 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) NIC OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: Y4'=1'-0" N c ato► •� N o O 1.1.1 o0 O - � C-) X ea c La Q CV d E c o .a 10o3i ao a .�» �''d T c o %P J W/V RO SE F LO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 14 WL 1- E o q8 v �� Ui N O`�. Q ik LL CLLLL w Lu a a Z x 'ac� W 2 0 020"O' IL w Cc 0 mL0 Z J = 04 N OU 0 W O ❑ t,co z N � z� Z M1 d E3 V) z -S -S 0 Q,�8 �4-J Cn W W � V � Ow c �Ln N = 3 w m U � • c Q (p 0 N !A M Cz o E o Zg zo p u= 0 wa 0 I— — E 8 V a� o o 0� Z ro �S a; ra ,_ m� 0 i z z a iO d <b 8 0 Z Wa U 1 C ¢_ I�1 J �C:) Ln 'O Y m Q UM ca :3 0 N —� Cf Y r m m LL i T Q "F� O 04 O) I -0 CV � N N T L/� M Q ^ J r E E r o z � Z � E MrA y JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. 7.2 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. 1-1-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast4n-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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / • 0 afe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1B/1T 8RF40013/1T 8F321B/1T FORM & GROUT SOLID o -W ' J O /5 BAR COW. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY SF16- B/1T U Lh r tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c-i-i p�iTntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S IN. BAR AT TOP (1) REQ'D SEAR ALTERNATE POWERS STEEL LINTEL ° = C7 e e ° .M.U. #5 REBAR AT TOP = e MIN. (1) REO'D 1-1/2" CLEAR e � Z e e M z ° GROUT v C.M.U. U 5 REBAR AT ~ L.-' • BOTTOM OF W - W - W O LINTEL CAVITY OF t~» o OTTOM o ¢ 0w _ - REINFORCING PROVIDED IN 4 ¢ U 2 L- Ci m Q 5 REBAR AT BOTTOM - 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL (VARIES) U y u p 6.'r' v' AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL 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) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN I A 1. Refer to manufacturer's specifications for installation. (N 2. Contractor to provide proper protection of lintel to prevent rusting. C 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 plarddetails for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-2" LL O 4'-2" LL LINTEL PLAN - ELEV-Al SCALE: 14"=V-0" N C.- r0 C- 0 t-- V � W a eo -2 C a • N . p N yCo�e a id.-. W y c' E Co a c v b �`,�0�0,�1�1�lltltlt6Pl/¢ wN VIA G3 Oho. 4-VX To the best of the Engineers knowledge, information and belief, the stiuctural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) M N Co �; �• N 10 NC4 O q• LL Q c LL LL u- 3 W a 0 Z - v a 4 @NO Wm w U')Z CL IL 04 = O U 0Ud' N W ❑❑ co V z Z r; rL � Z � CD C1 Qi 1rs U _ W N = �OI.- n w z U • c Q Y N � `CO�� W LL =� o0z0 a E OV _0 N F- C� C <U X V a UK DUU z N a0 �=o ao d �z ) L (0 �Zz mf '0 z�� � sw �� z o U W WLL z �W CD` F r< o WJ d 0 U3 `sO121) 2 d' .J LO Q a- ^^,, L T co r N CrY T- M m LO T <C +-a N ai N N 0) 04I T Y � E c .. 0 z E co d E r a. U -J Q JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. 8.0 OZ Inr�ulLli unle xn _ v1 r 51 i ry'n� t 'Iy1 I111■1■�■Al llw ��llll■�R�1�lllnll��iMl�'■I�I■� � I� 4�RRl�II�A�Ill�ll�lir" T'I��hF9��1 e- a i r i 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 ARECORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. TT 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 I X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 0 S Q m 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1 SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2. 2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 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" Y „ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131",10d = 0.148",12d = 0,148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/Tsprinkler systems including all risers and spray heal 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 ball is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any sot disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N -s W Go C%j cs p c� c-, Go cc c.; co N CS C c- d c O � d ccz G a O \4 '•NSE < i �= P To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Q E o M 8 N cb r W C N b N CD 2S2S iR LL !� ` 5 Lei LLJ lL S a � 0 0 0 °' Q1 m W 2 L IL 09w W Cl)0 ¢ J ZN OU v W ❑ ❑ V M V z N M z Z n J V) - N z (D o +..i ('ti3 cn w -� O w $ �to NAl c to L U C Y � cco w co o Eg= E U :O wE �oo: XU WO �U o Z E o N Q= p -i �� C - v �S o <W z a� � tn'� w ova Z z ao W U 50 �w C) co V 00E ° 3 0 c 0 J LO120 rn a co N N -� Cr r r Y (n m N m < � -0 N ai I co .0 N N�/� T Li CV) Q � i r r z m z M vi _ a E 0 _j a o JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. SIN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r � 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4%1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. 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"LO a - STUB -OUT FOR O 1'-O" CDo -1 GAS METER v 0 fV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (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/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber 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 Check wall or beam below.* local building --fconsideration. lode for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. V/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES —\I D (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch JC or drill flanges FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d 1 _w NAILS TYP. `GIRDER TRUSS Er < CONT. #5 BCONT. #5AR I STD, 900 BAR 2X TOP PLATE HOOK #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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 Solid block all posts from # 2nd FLOOR above to bearing below. STUU DS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. max. � 4 max. -4 Clinch nails when possible Tight fit U I� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth j End Intermediate BCI5000s 9-1/2" 1 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 1 2-8d BCI 6000s� BCI6500SO 9-1/2" 11-7/8" 1 2-8d i 2-8d 2-8d 3-8d 14" 1 2-8d 5-8d 16" 1 2-8d 6-8d BCI60s® 11-7/8" 1 2-8d 3-8d 14" 1 2-8d 5-8d 16" 1 2-8d 6-8d BCI90s® 1-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6 16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — o-�--❑ 9 ❑ ( 4 6A %" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO, 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. 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 Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. '-,,Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. AK1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements rl 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS • ' • SEE PLAN FOR--'°. d . • FOUNDATION INFO A' STEM FOUNDATION GRADE REINF. SEE PLAN �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 (WHEN w/ (18) 10d 115 REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE r11P9r /rrlTln A t Tt Ir%1 1 rw Ir% TOP (2) #5's x 4'-0" CENTERED @PIPE PENETRATION q ° a PVC OR SCH40 SLEEVE PLUMBING LINE A pd A L-- A • O SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 d 4, .A A °' A Av G a G — — d a A' A d — — a Q SEE FND. PLN. SIZE & REINF. N cis 00 N fl' d� v ono 0 lC G-1) G N .-amx N .p Cv L d d U 5 Q 3 0 a��i rco y a - u: c �o .y !!l�egililifP/l// �� .� Q **.• C3N �\\\N \ E S s 1 100011 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 o E C __ Go °��C art �v� 4 C LL J w 9 LL LL a 13Z 0 -ern �$ N �; W 1°6m W Z w Mz L N OU Z toW ❑a z N � z � z J a z C1ty �% U W � U —� O LAc w w-141 W M o W E ia H aW Z� Q =o Q E (6 t� z X0 X . oa 00 d 0 z N � aF G Z �$ W W X, .�- rp coC � y4 jY y� mf 0 Zz z N co <rt W a EZ N 00 l �w W � .� <ok CD z C� v zl� 00 3 0 c Q 124 J LO$' '^ m (DCID c L 1'— T N Y �•' �L T m4-0 to L0 _ Q 6-1 p N o) CN T LO M Q T r E m c v 1"- c Z r_ CM y E P 0-U Q p JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. SN 1 a cn r') Ln 12 Cr 0 J r'M a N M 0 J !:2 ul 02 ul C N a v 1.E S 5 1 t- 0 0 Ul Ur/9 N i a 0 U J 2 L= 15 a N S a m cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES 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) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE 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.) WWF OR FIBERMESH MOISTURE BARRIER e SHINGLE ROOF, SHINGLES TO A . p p. I11 111 o BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTMD3161-CLASS Mel F, IN ACCORDANCE w/ TABLE _� -I (� I -�P R905.2.6.1, FLORIDA BUILDING I ff CODE 7TH EDITION (2020) I I I l l RESIDENTIAL 8" 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'-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT '8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB ce) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v N L A P A p 002 I M � - t. 0? 6 MIL VAPOR > z BARRIER ; ° r 1 2 COMP. SOIL. A (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - 4 GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP 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 GGlS3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY - .. 00 - --iil III,,-1� 'I _• NOTE: = II -Friit *FOR BEARING WALL W/ UPLIFT ONLY III III — I IIII III- —III IIf III III - . _ik WALL CONNECTION FRAME WALL TO C.M.U.D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" v A A ' co v TYPICAL THICKENED SCALE:3/4"=V-0" S3 v GRADE v _ I II 11 T z (1) #5 REBAR w/OPT. I I I GREEN ENCLOSURE MIN. EDGE rL SCALE:3/4"=V-0" S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT ^ CONCRETE SLAB 14' 13 PAVERS O.H.D. RECESS �T z O.H.D. RECESS E v ' N T . • • r N a. •':• '. • w Cl) • Cl) .. OP ._ I..' :: I I III• SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6-� -114 1 I„ I 11 I I r FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 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. 7Pr 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 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 5/8"° x 10" "J" BOLT @ 24" O.C. W/ -1 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F.\qr O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) ELEV. 4-3 1/2" h0 �31/2" MIN. CO T A' �r ,Vr TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s " „ „ (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" 4NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON 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. / 11^;�1 �Ij=`III.'�11�11�11.=11 I�11 t1� ' • fit 1 1/2"(min.)- 4" Goy,,. w QGS• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �MJo s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 11G �� �� „ �� 11G " 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MIN. 740kssillz #3 & #4 LAP SPLICE °FINISH ch o • GRADE [GRADE 60 MIN. F 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER ° n ' ° - A. O0 r R 1 7/8" #5 REINFORCING BAR r 2 #5 LAP SPLICE • • • • III �, � ��,�I'�11,C �11�11�11�11'�,I '�11�11� ll��ll�ll�ll�� �1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAN • . INTERIOR A. a. -31 .' •. 7. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e c NiNqggm Cl) 6 MIL VAPOR IS BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE :"-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT -E v 6x6fflAxW1.4 N WWF OR FIBERMESH ) K S3 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 WWF OR FIBERMESH 1/2"(min.)- 4" - It�ll=�►.. �>f-1L='ILA 11 �II�II l�'!11�71B�S11�•'!11 1I �II�I �11=�'11='t1.=1L?1L=11 • II fflR- Il=Il, 11,= � CC SCALE:3/4"=1'-0° S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE U A . a r. LU g �Tj . • ° -rr 11l D . A (2) #5 CONT. ICJ ON 3"CHAIRS 811 lf�ll (TYP-) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH M € A D • -rtl- 8" ■15—as ?!11��11��11��;H TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 A IES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " ; CONNECTION INFO SEE PLAN FOR • TOP OF BEAM & LAYOUT DESIGN v C14 'Cr ' SEE ROOF PLAN - - < A a , - (2) HTS20 FOR STRUCTURAL t BEAM SIZE & - CONNECTION INFO r- 2x4 P.T. PLATE 7/16' O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. Lu COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL -°� AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDAT ON PAD 9 !6 z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' (0SIZE VARIES PER PLAN Q > WI w/ MIN. (2) #5 VERTICALS eo z GRAD > FILLED SOLID (SEE PLAN FOR o w SIZE AND REINFORCEMENT) = =Ili _ • -I - Lu z= -1 F a W W -II -1I Lu V Z BRICK PAVERS or SLAB PER O o N =1 • • • - •' - - z_ a 1 11 COMMUNITY SPECS LL _ ° 4 _ -_ " — a 0-0 FIN. .jk r _ - FOOTING -' 'III III l i_lliill ;�_I III Ii II IiI 1 - 0 - - BEYOND PAD REINFORCEMENT _ 3"MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 L_ N 1— n p n v �- N O r N y N x V f0 a 3 ,- co w m 9 u w cc a Qs a o 116 t� ``tt�tR 1� N 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E F• � � 8 0 A da (Do No252S LL Q C LL J� 5 W _j U. U. SS a uj 0 Z m q °' a le W 5 ru N o W ��CP . m CO N m Z ¢ r IL 0 Z OU N W ❑❑ 0 z � z J a. to N z a U' � Qj u- N 'U o �0 LLJ 1 w L as = 1; Q�� . CD W W z (h L� B E z 0. zo < �d Z® o E lJ 1� w0 X U aa " o p z—� O N f0 do 'z <Go oz az �� .�+ L R N C - C 60 o 0x m2 rp z iz Z -1 01 iz rn W rsa 2 a aO Z W �! o w < c� �o � z< A Lx o- 03 0 c 0 Y/ tM A cc �\ � N Y Cr T r VJ m m a6-+ N .— L.n M Q T T- M n t .. Z = y M C A 0, ¢ o JOB NO : 22-08313 SCALE : AS NOTED SHEET NO. S3 (MONO) \TYP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR —\ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ WT4" O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. St� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER *` , +' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. t\ 7 518' 8" 7 5/8" 8" 7 5/8" 8" `—' SOLID AREAS ARE ❑ STEEL AND GROUT FULL 8x8xl6 BLOCK SIMPSON SP2 w/ (12)10d---�—�� ❑ NAILS AT EACH STUD — DOOR OPENING IMM DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8' O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP ARRIFR/r:lPn;zP TRI ICC 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dxl 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT - MANUFACTURER. IN KO BLOCK AT EA. STUD TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT KNOCK-OUTNOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT !n�I�� • • • �Iflo I ..I�I. '�' �IIII IIII� �Nil NOTES: 1Q 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. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE ------ J Uj FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM, ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY .i: GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK a 8 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. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC, FILLED CELL- W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. c SPLICE NAILS TOTAL) EA. SIDE OF GARAGE 48pSPLICE STAGGERED DOOR . ' J-BOLT TRACK BRACKET CRICKET AS REQUIRED SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE NG (TYP.) MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) vvvr� r nnvr. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) 1 (3) (2) 1 (2) (1) LSTA30 9' -16' (3) 4) 121 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_�� SCALE: N.T.S. S4 RY WALL DETAIL • �10d @ 8" 0/C ATTACH ALL -� EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP 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. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS LINTEL `a n INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LINTELS SP4 SP4 SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE CC G (n V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24 O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE F 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) -(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 SIMPSON C FT SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8"O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0 SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY \d • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE UD 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� REV. 06.24.22 SCALE: N.T.S S4 N �a r N` 0 -o � w `° rox d d d i G� c E o a jo `\``�`�\��111t111ttt(INr gg0 W/v N •. -Zr � ;N M 'Q ;• �i 5 OF Q.. fir "••, FLOC • .,. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E o �8 0 '' °o N O LL Q er � - � J LL W J LL LL O_ _ 2 0 4 O ii � @$ip 632pjg 2 = LLW umzd� la OU ti W ❑ ❑ c� z N z � z Q- V I N - N z N O—� W S to cILA («V u c rR -0 o z COO of I . o .0 w 0° E U fC Az 8 XU o¢a Up �( z o E O N � ao a z o og w w ¢� L f0 �0 �gLL ma' o zC Cn 6 N Z w o. Z 5. W a (j .o �z �k O LL O w i�d Cr 03. J L� LO '^ L J d m m � � N Y /�••r V �L T M W m 4-0 LO r Q O N NI . N CD 0) LC) M Q T ui z E y M w �o m a v JOB NO : 22-08313 SCALE : AS NOTED SHEET NO. S4 L J 3 a cc M Lo C Cr S J t2 O a co M M i� V) LO I LO 3 C, N 9 v EE 0 U e i 0 U a� fz N n 0 0 0 0 a 0 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 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 Lia 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [R$ ]-ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. ( N. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9„ l�, BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL 4/ (2)16d NAILS MAX 9„ SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 45°t z 45• t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT EACH JOINT W/ (3) jr "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A W/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS 6" O.C. EDGES @ 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDU OFF SHEATHING DETAIL 2"x4" CROSS BRACE-1 zzz APPROX. 8" FROM RIDGE FASTENED T DOUBLE TOP PLATE EACH JOINT w/ (3) � 41 2x4 CROSS BRACE APPROX. 8 & (2)10d TOE NAILS / FROM RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2) l Od EA. END (NOT REQ'D WHEN /; "L" BRACE TO EXTEND AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) SHORTER) // GABLE TRUSS 2x4 PANEL BLOCKINd 1/2" CDX PLYWOOD OR /2" 1/2"CDX PLYWOOD OR 7116" @ 48" O/C FOR THE FIRST (4) ROWS OE (2)16d 7/16" OSB SHEATHING 1 O SHEATHING ATTACHED TRUSSES FROM Ed, ' ; \ NAILS ATTACHED w/ Od NAILS 10d NAILS @ 6" O.C. EDGES END TYP. TOP & � @ 6" O.C. EDGES AND 12" O.C. FIELD AND 12" O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR �2x BLOCKING BLOCKING FASTEN WITH 2x4 7' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED „„ „ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAIOKT W/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH 771 R ER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SbS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BAR I O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. �S�5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r T X-BRACING, AND TOP M `� " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `0 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ t 1 1/ " (2)16d NAILS -WOOD TRUSSES 00 2"x4"CROSS BRACE APPROX. •2x4 RAT RUN BRACING 1 1 2" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2' EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" {D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS • ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C 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/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( - ) 2X4 7' ON TOP OF PANEL I [L 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH I— 2x4 BLOCKING W/ EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1 l @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS, SAME SPACING) ) SECTIONK**"_� SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN�SEE Ill CROSS BRACING DETAIL l J 1 12 6.9 MAX. SCALE: N.T.S. 12" SH SCHEDULE ,TTACHMENT 2 SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 F- d ° • • d a •, • 'III_- —_ _ _��--- ---_I•_— - CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S ADDITIONAL INFORMATION. "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" - 3'-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"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '-�ONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU a 9 O� Y CORNERJACK w z cc O t— L HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 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)'7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 �- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. E S5 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 N � d Otys C:) ago r6 ago � >s a M O Y <� N Q � N x _ 3 a� � s �., u • 3 co `� d O A o. 11 � Q.• f•NSE 0 Is d •'• F0 •• rrtutlltt � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E N IM 40 ��r5 S N O - q` ,y C u_ 2 1i W u- LLLL 55 Ja Z � c a C O W � �to �Oc rn R W Z N N Z Q J ZOU U W 00 z � Z n — N fh N ,z,nn VCC V O •U O—� W g Ln cm N _ r � RS �- Q Y w � N W M � o � E so vo V t— a0 O X w0 Do z- �E �t5 &=ww &� 4: 0 z J 7m iN 3 a3 O� Z 0 W CL O w ao °LL Z �— O Jz a =� aF ¢ O O �t pIQ = aO � ,• �CD -_-I LO LO R j r N W m 4_j LO T Q 0 N O� NO CD M r- LO CM Q r T M r\ T iii o Z E M d a ci 0 a JOB NO : 22-08313 SCALE : AS NOTED SHEET NO. S5 L f -_1 _ y._ - - - _� a. ....W 1-' ._a _ALA. _ I .s �-I",jli�j.Lh --_• •---a- - - — = - 1 �: _:: � -� L--° ..�. ;,;.1_.rJl,L - �.•L�LL.�Y' 11�L�1WLL IJ<_1_ ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �— PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Cn FOR MORE INFO w 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 � APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. vvi —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CV) LL U 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =1NISH GRADE o0 \—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 114" TYP 2—STORY WALL SECTION , REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO -END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1" " " 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS F WEEP SCREED INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8)10dx1 1/2" I ° NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK e 15137 OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D O SECTION X-X IF LLI NOT FULL HEIGHT SHEET C l!) z �1 L M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F Fr SHEATHING Lu W 1: SOLID 2x o C BLOCKING @ALL C SHEATHING y EDGES (SEE OPENING SECTION X-X IL C x w x E w 2x STUDS BEYOND.41 SEE PLAN o 1\_2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IArAI I rl r 1ATln►1 r%IAnnAAA 2ND FLOOR FRAME CONNECTION rA FLOOR CONNECTION rB 4t"314 „ "S" =NAIL 3/8" SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 PACING FOR ADDITIONAL INFORMATION. v2" S In" S v2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SIMPSON LSTA24 STRAP w/ (8)10d 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. 1st FLOOR WALL------- SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS 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. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. e 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)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR-1 r MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 B.U.C. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" PROVIDE CONTINUOUS FLITCH PLATE TO w/ (2) 12d (8)1Od NAILS TO TOENAILS EA. END. NAIL FLITCH BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICAL w/ (4) 8d NAILS TO MASONRY BELOW (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING (6)1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS LL S6 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)1Od 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 . ;. • ' '. ,, ° /4 A' r l 8" 1 � 1r81 811 CHAT CLEARANCE 3" INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0° S6 ADDITIONAL SLAB INFORMATION. SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 1Od NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM )9" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN X'. H ? OA NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z IL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. QD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. r=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL Lu w LL 1-- O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O 'Q la- O O y wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. r~n O0 to m U. � @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z N W O u-~ MEMBER IF GABLE END c NOTE: rc_`% WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS 4 STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE O,o�FQ/pR N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAL- @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. • SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH N •.• r '• A. s ., • -. ., 1�1�111�111 I� i1 I w a' M S6 HEADER SUPPORT NO. OF JACKS & STUDS REC. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' 1 2 1 (2) (1) LSTA30 4-4(2) 3 (2) (2) (1) LSTA30 9'-16' (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. 00 FINISH GRADE c T (3) # 5 REBAR ON 3" CHAIR 4" I V-8" W/3" MIN. CLEARANCE 1 ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. C`4 c tr o O I+' >� O.� m - 1° m >4 r li o- Cn- to C Q �o Jg CV CD E .CL 3 3 i <a al w rE toa � J RO N 44, � � N �F' Z6N 0. •.• - F 0Q140 SS11 lllllttlti'�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 Engineer's signature and seal. W E 4 o C _- COD (� N '�. 0 ik LL 0 y cn v � J .4m LL W LL uL a a 0 Z —vim �e 2 ° NZ ILW ILW Z N O U rU 0p 0 z N � z go z N z .B Tm- N (D C1 (1) 5 u- j� Tom• N ry V W g O C= N I1 m 8 _ � ¢ N 0 co p W z E g E o =• H t6 w z R3 o_a 00 z N ro Q0 wZ ..�.. L w° Q O ¢z m i ra c ° gLL Z to J� I2 N 3:o g° 1 W W U ag �LL _ 0 O _� a 'O >_ o v �w ZI1 a� ° 3 0 c 0 >� J L / LO of T Q L Imo-" r � co T N Y � Y T M W m *•# Q 4-0 O N � I N N N T /� �� Y M Q .. O z Z E CM N E w € a 0 _j a o JOB NO : . 22-08313 SCALE : AS NOTED SHEET NO. S6 (MONO) i W 5 t 9 a co M M N Q N 'u J t2 LO v c� C 3 C 0 E �p S i tz 0 UI F CL tp J t� 0 S a N r 3 cR 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT 'i; PROPER INSTALLATION MAX.MAx' 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. i.%, '% - ' 1 X 4 APPROVAL FOR CONN. i , ; '; ii; �' P.T. � APPROVAL FOR CONIC72X8 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED r ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4 lx4 FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"� FURRING �' TAPCONS �� (TYP,) 6" O.C. EDGES AND 12" O.C. FIELD 4" TAPCON. INTO TAPCON @ 16 O.C. & STAGGERED @ 16" ` ' 1x8 P.T. FROM EACH END w/MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL . D. 90 HOOK 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL (TYP.) STD. 90" ` FILL SOLID - @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) - FACE NAILS 10d @ TRUSS VERT. WEB x 3 x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAP TAPCON 16" �� @ DOOR JAMB REFER TO PRODUCT; O.C. & 4 FROM ( APPROVAL FOR CONN. 1x4 1/2 DRYWALL ;;; �= %-' NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. %' ;�� �/ '�j 2x8 P.T. w/ (2) ROWS 3/16" 3-1/2" TAPCON 16" LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL x @ CONN. ' ' ' ' 1' .. APPROVAL FOR , (2) ROWS 3/16" x 3-1/2" �. ';; . �; O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ NOTC @FIRST COURSE ' ±2" SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ D MIN. 2" EDGE DIST. O �� 2x8 2 ROWS 10dx3 = INTO BAND JOIST & 4 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL NOTCH WEB AT THE ±5A FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATONPLAN tl'H FILLED CELL INSTALLATION RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX r SOLID W/GROUT ,r 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4x 31/4TRUSSGN " TAPCONS P" DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS SEE NOTEE ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d ; 8d NAILS AT 8" O.C. AT BUCK ;; SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE '` ALUM DRIP EDGE . BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE --- ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN ( I 1-3/4 TRIM PAINTED FURTHER INSTRUCTIONS. ° I . ° SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS F CHANNEL SS NAIL w/ 5/16" HEAD OVERRAN •;� ..:' •:. � .. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END I RETROFIT TRUSS DETAIL FASTENED PER DIA. @ 24" O.C. :..,A :• CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT •: ;: : ' x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN TOP CONT 2X4 NAILED T 2x BLOCKING NAILED OTR RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE RACE BLOCKING w/ 2-12d NAILS (*� CHORD EVERY OTHER SS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%," WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN.�-rrr-n12 P MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL Q 5 Q SCALE: N.T.S. JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION ROOF SHEATHING ATTACHED i - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE ° ' b,tD WITH 1/4" x 31/4" TAPCON (1 1/4' MIN. B-B PER NAILING SCHEDULE ALL > r ° > - STRUCTURAL SOFFIT �1/4" MAX EMBEDMENT INTO ) 2-0" 8 �F ° #5 BAR .• " ° .. 1.0 ° D • RED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH () SIMPSON � 5 12d NAILS SF01 D' • : ' � ; y ° N TOP 'E911 BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS > , • X 4 FURRING 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER ► sa .'' KNOCKOUT / iv i THE SOFFIT FL PA INSTALLATION CRITERIA - - -- — - e CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d - l d ' NAILS AT EA. END PROVIDE 2x PRO E REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. - - MONO FOOTING e PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ 3 O '� SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 7ARCH JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 • CLEAN FILL • • ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .► DIRT b z TO BE INSTALLED 4'-0"MAX E PLAN ? TRUSS AS SHOWN FOR O.H. UP TO 2'-6" x O�FR P. ° STANDARD BUILT UP PLWD. BUCK - Nq * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. °: 4 90' HOOK N " SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + �FIVG7 (2)10d NAILS @ 8" O.C. H 0. #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4W WOOD + TO TRUSS TOP CHORD FILLED CELL - - - �. �,, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + . s . _ �� j BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW () GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING .; �. , �. , �. , .• • .� • ' Sk- THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ANCHOR INTO ARCH BLKG. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-13 ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L + BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR .� ` CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D ) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER7 HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") >. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ROOF EXTENSION M #5x6' EMBEDDED INTO EXISTING BOND BEAM z 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 WITH MIN. 3" COVER 6'-0" SCALE: 3/4" =1'-0" SS 0 Cn (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° Xp 0 U A a. SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° ° o SIMPSON HTT4 w/ (18)10d x 1 w U co REINFORCING AS FOLLOWS: SEALANT FLOOR PLAN FOR 1/2" NAILS TO STUDS & 1 ()' MORE INFO I¢i a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p ° — 5/8" DIA. ALL THREAD ROD g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ P o EPDXIED w/ SIMPSON SET " " v z _ EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & N FILLED CELL SMOOTH. DO NO FURROW. : ::'"" ° �:° 3" MIN. EDGE DISTANCE DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. . o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST }'' " " SPLICE NOTE: it ° Q c' REMAIN FREE OF MORTAR. ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • e L4- TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT a ° SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL %\ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) \ A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORK WITH MIN. 3" COVER EA. WAY . EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION \� MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING ,a FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = 1'-0" N " Cam- a ^. *' C..9 N m sf mtL.L. C> cc N N G d d u tz d ca N � A 0lW4% ,1 ;�. rr N ' C \ N . V�AS .fit '• O F L .� r��AROF/ESStON*� �� %• k����ti 11 l l t i�����*`�,�i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 91 H Q O E O M 8 O U N ll .� C r d!l jj),rZ c` �mv JLLLL I w a 0 0 Z a 4 j W �g0 ��pj t CL m w ° 0 t 4 z = OU W DD � V M z N z z a v J Rom z M o C2 N [a U w 0 a _ O U w •U E al U Of ¢ N w • � 0 see ti (op W Z M LA_ a o zo > E oI go Q E H ld 1110 o xU oa UO �U Z — O N oa gi o ao Oz z 1 ¢� d _ N= _ 0. yo m0 zz ZF Z C%� J zo NW pw 8W dz Q SSS wLL �W o w M OIL 83 °0124 _ LO rn Q ^�, t� � � r CID N Y Cr �C T m m Q O N 0) e.0 I N 0) L0 M Q � r ci r H z z r_ E M N a v � Q to � JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. SS 3 v a N i� vim) .S Z2 0 J t2 a co M rM LO LO J� J M c 3 C a 0 i E H E c 8 i i a 0 0 as t� 0 0 a N a� S ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D _-2x8 BLOCKING FOR STRAP t-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS CnD DICC AAIM DI IKI IAIC:nDRAATInK1 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 x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING ax4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: i" = 1'-0" JOIST SYP 2x8 SYP STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F 2x8 STRINGER MUST MAKE SYP FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL. DOES NOT BEAR IN WALL 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;}" �� AND 4" GAP TOP AND / BOTTOM, GLUED AND NAILED TO STRINGER V/ All" 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 Z/ NOT TOUCH STRINGERS x SYP CUT TO FIT BEARS IN WALL i 2x12 SYPBBEARS IN WALL 4 BLOCKING FOR 2x12 / 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION LAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ T" X / 2x4 PT AND NAILED TODF INTO STRINGERS�-�/ FLOOR WITH GLUE FOR STRAP TAPCONS @MAX. 32" O.C.(SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS(14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND NAILS) / OF STAIR TO CONC. W/ T" X NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. ECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER :D s, G.1� - TOP OF STRINGER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP r� [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x SYP CUT TO FIT STRINGERS BEARS IN WALL 2x12 SYP BEAREIN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 SIMPSON A35 OR LSC EACH STRINGER — 2x6 SYP /2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU / AT STRINGER CONTACT POINTS \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "D" SECTION VIEW "E" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ------2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK --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 .1, SCALE: 1" = V-0" 1yL2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: J" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C- NOTE: 2x8 DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING 2X8 BLOCKING _ FOR NEWEL POST TO ANCHOR TO. -(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: " = 1'-0" 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 NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS — D OR 3 RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" _ N C-4 � :w d -o 3 W O p Go N � C f0 U N y ' y O m O _ in Im N O S N oL¢ or t''3 m Ce a CU sr n._ i y = fm A N Q.� = E � o a. v 0 Q. U ' O '. ro Q / 101/1111fit111100 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 a "rE O M 8 V p 6 m ��,°° N M 7R LL u_ LL U. Lau ii — O � Y m w W � C14 m �. &0 LO d ZN OU N W 011 Z N � z� Q v �+-j (D C rn W c o LU g `y N R co co0! W z __j o o wLL �O E E v 1— z <= x� oa W0 0U z N e. ao °� Wz r0 C - U NO O iz z J �q <W iZ Rw a W U3 1 a $LL Z yr 3 CD o w �8 p o 5 U3 c O 0 LO '^ rn !2a ^' C7 L T � co r co Y V) m N m LO Q p N ai I � N CD O) N r- Ln M Q r_ T r z z E M a 0 �; Q o JOB _ NO: 22-08313 SCALE: AS NOTED SHEET NO. ST rW►u.wyr►I!! �..�► .ul, ., :. L_. L - A-l 1L_ 1 , - -- l .L . _�1 1 -..1 Lrrf 3 3 co 20 C9 S Q 0 J t2 0 a cc ro Ln rn S 9 t2 0 Lo S. v B O 3 H Q O i E F� E 0 `v J 8 4 e i a o 81 J t� 0 S 0 a 0 s a CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGEMAY 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 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 CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS HIP G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOT,kj BENDING BEAM BEA NG LOCATION, THE BEAM CAN SIT ON TOP OF COLLWN w/ (2) SIMPSON li HTS2b it/ (24) 10d x 1 1/2" NAILS EACH SIM N HU46/HUC46 w/ (8) 16d L5 TO POST & (4) 10d NAIL L0 BEAM SUPP Wr COLUMN BUILT-UP (2) 2X� OR 4x4 w/ (2) 10d NAILS; 8" O.C. EACH PLY (SHO N AS 4 x 4) (2) S14SON HETA20 w/ (8) 10d x 1 V24'NAILS EACH - OR (2) SIMPS. N MSTAM36 w/ (7) 10d & (4) 1f 'x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) L.SEE PLANL. #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"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT- / CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES - 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. — SEE TRUSS PLAN MIN. (2) 2x4 FOR CONNECTION SPF TOP INFORMATION. PLATE VARIES SEE PLAN FOR WALL LOCATION �- MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ° SECTION_@ ENTRY s SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF1 SEE FLOOR PLAN FOR COLUMN SIZE & BASE--7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR O U SEE PLAN FOR CANTILEVER IF INDICATED 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 @ FLOOR CONNECTION r22� SCALE: NTS SCALE: 3/4"=1'-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE 1/S5 FOR - ADDITIONAL OUTLOOKER INFO, GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON 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 E (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED 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 rg SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE �-- 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. — PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS N N N N V O dWj 7 W i = O ag o G OC C-9 N x ' a N y C M Q �N � d d E" = , d C' d ro d O Q) ro N E C ro o ot1E4Ot l!tofkkvdr gR r — ;•\ 2 NN Q J C U � r1 ,�� O `�• r� Off' 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. O M O N p N �[j N 00 � N Ono 'C'-4P J Q J u- u- LL W a LU 0) a- OC 5aN o0 W °' m 6 unzU Z< ZN OU W c� z z ¢ $ N � z � o LL mW .V W � 8 Of �N = co co C) LU Q to so o U- 21 E� - �R ?® p ro @ ~ ? fa Z ❑a UO 80 z O N I— 0 Qi o wz 0` ¢ CO C: Z. z z - �w p Zgo d U W a U <o mw �k NJ `� oa a 0- U am 0,11t J LOLO Q c� j T CID co Y C Y T M mLO a[ 0 N O) N am^ 04I N r L M Q E T N 2 E M `� £ >v C _ a 0 -j JOB NO : 22-08313 SCALE: AS NOTED SHEET NO. D 1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY .BIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. MASONRY WALL CONNECTI. EXT. SHEATHING 0 BELOW AND ALT. F� . CONN SEE PLAN FO 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO OA (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE l U) F APPLY SUB FLOOR (3) 2x # SPF fOP (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS + STUDS w/ 10d @ 2 2x S0 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 O THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON MIN (3) 2x #2 SPF STUDS @ END OF ': • • " CORRECT BLOCKING w/ (3) 12d EAIWI. END FLOOR DECK INSTALLED AT A. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") 14 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) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 , TIE BEAM @ 8„0 SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24 WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT j BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN.--@ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO 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. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" PLATE SEE PLAN ° °°° P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL ) @ 24 O.C. SEE PLAN FOR CONN. TALL. CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d I•' THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER D G OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION SEE PLAN 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 SEE STANDARD HEADER CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2 (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OPENING NAILED TO STUD PACK W/ 10d NAILS @ 8"O.C. A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR COL. SIZE 2 x CONT. T & B udB O INTERIOR HEADER 2 x 4 #2 SPF STUDS TYPICAL BLOCK WALL NAILIVOOD G SCHEDULE ATTACHED PER SIMPSON HTT4 w/ (18) G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE E F TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 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 g" SEE FOUND. PLAN FOR FTG. REQ. f� STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS :� " . o o 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 PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO - MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND 5 FOR EXTERIOR 2 STORY WALLS ONLY. s 2 STORY COL. @ GIRDER BOTTOM TO HEADER SHEATHING CAN STOP ONCE UNDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION 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 HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2 ) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS 2 ) 2x HEADER SEE PLAN DOUBLE 2x4 "FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ () (2) 12dTOENAILS. F�-T '��,y� Np 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE W/ 12d TOENAILS. F �xA 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (2) OPENING LARGER THAN 4 ft (2) 2x 48"M�� Op TOP SPLICE (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET). OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2 EACH SIDE , ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP SIMPSON LSTA30 w/ 22) 10d NAILS 2x CRIPPLE AT EACH ( SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. ' PLATE ATTACH END OF OPENING CENTERED TAPCONS ,'; W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM 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] �10 TOP PLATE SPLICE DETAIL r, 9 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N �i n co -a d N } n. p •in `C N � 4.'✓N X � O) E = G dy o �4 c o n a. .o ``,\�\s4i����t\ttNlliftldl0/frj ��t0 WIy .� \N •• 6 N Q - J - 0� F L O 2 .4=1 "OFE Ssto", O: \ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 8 g gE N d m $ p o (ii fn N C 4kk LL J J LL LL 13 W , �gifl $ ��pjOi 00 W w „ MZ d K LE J I IL N O U y Z IN 0 � z z J d � z U' 5 � ttQ__)ll T Cn LL c� o V _ O c Jim Co �NCo w Y m o �9 z J__j LL E _ ° zo r� go a E O ro Lj a� 08 °� w¢ S°8 �z '(2,NEi L W p a=u, K J .-.. �° r0� N C: z d 2 �1k 50 d N W W U 3° �cpp et zl �d a U 3 d0 J LOo� LO R .-. a � L r � T N Y Cr W m m � Q p N N N N LO M T Q T r a; E o z M rn E a3 m a U JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. D2 2x4 STUDS W/ USP - SPT22 @ BASE SEE J/S6 FOR MORE INFO. USP LSTA36 STRAPS - EXTERIOR SHEATHING ATTACHED TO FLOOR ATTACHED PER TRUSS /BLOCK OR NAILING SCHEDULE RIBBONS 2ND FLOOR STUDS SEE 5/D2 2X BASE PLATE CANTILEVERED FLOOR TRUSS MAX. 8" CANTILEVER 2x CONT. RIBBONS W/ (4) 16d 2x4 BASE PLATE W/ NAILS OR 2x4 CONT. BLOCKING USP LSTA30 OR W/ (2) 16d TOENAILS EACH SIDE MTW12 TO FLOOR EACH END TYP. TOP & BOTTOM GIRDER BELOW C 16" PROVIDE SOLID BLOCKING O.C. BETWEEN TRUSSES UNDER WINDOW JAMB CONDITIONS USP MTW12 EACH FLOOR MIN. (2) 2x6 W/ USP JUS26-21F TRUSS TO 1ST FLOOR WALL -� EACH END BELOW 16" FLOOR SYSTEM SEE PLAN FOR DIRECTION FLOOR GIRDER SEE PLAN FOR CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" 3 �c N h`7 M LO v chi .S C2 J r'M Q MN M Ln L 7 ,Sp Q t2 L0 C QN O E 9 0 0 cC Jq N �p C U a is 0 0 0 a 0 S a DOUBLE 2X TOP PLATE 1 ST FLOOR STUDS SEE 5/D2 CANT. FLOOR TRUSS @ 2 STORY WALL �41 SCALE: 3/4" = 1'-0" N N 00 c dL o-ti o C:) cDosNG u- 11- H o t ao E ev o w' ro ILI •'• F L 04` i �RoFESSI tk /���'�i�N111111111`�����``\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ronde Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) E Cy U'n^'TV (ii aj M Vim' LL Q LL W �LLLL a Z a 4 WwaC44m �°'°' m 'j � N Cl) Z Q ILW ZN OU U W 11 1] Z �Nj z pj Z r a v J d Ln - N z 0 W W .t ' 0 � 0 W $ V) = a: N _ 8 U • c ¢tm s M p Zw Q �F E E O R. z 2Q F- E u' xO U 0 o i 2° o Z N � N i .8 0 gz ZC � J cab sm N 3 oW zZ8 WZ 4L) j C)a y ~ CIO O CO °z °d o F coi 3 C) N > � LO '^ L / Oh t�0 � 0 H r co :3 r N Y � Y T M W m +-j LO T Q 4-0 0 cv 0) N MT CM Q r a; cc E co C a v ¢ a JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. D 3 IT llI� myIpllgllf1RP1 I� W�IY.W -,A, :1, L l ral,.. „rYl L .� �. W.d L . I ► ,.�. LIIiV ihtY�llfu�, 1111� - - �. _ .. _ _ t. lY rt _ _ 111➢L1 �l�l ': 4, .t: ll..,,td I� +L_.1�, -L Is d:. _ 1hi u{ .1; ... - L. �. 3 a c0 M r'7 Ln ID Jr J 0 a M M Ln cn t2 0 I cn 0 C Q 0 E: I"- E c J 0 0 i e i a 0 15 L� N N \ rR a N rz a LN m THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3W CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "" WEATHER ✓E BARRIER & MRILY SECURE WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as ® in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING :ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- V-4" PER PLAN V-0" PER PLAN 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 SELF -ADHERED FLASHI SEAL TOPS OF JOTS. UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER Z_ SELF -ADHERED FLASHING OUTSIDE CORNER /- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-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 EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. 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 i ----' 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 - --• - Y Pp Y PP Y -- 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. 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 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 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 FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (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" READ ESIVLEASE EASSHOR TO WN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 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. AM INSIDE CORNER Am 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under <>- stucco copings. -.-(Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4. Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. :LF-ADHERED FLASHING XCH �HERED FLASHING 2 14 5 1 8" CMU 4" OR 8" CMU- (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN SLOPE d ° ° ' ` u a d rn U NLLJ LY w O U) - \\\ ° ° a ° ' ° ° a Lu 0 = Cn - d PLASTER STOP CONTINUOUS BACKER-J ROD & SEALANT A d II�-� H ° ° dLu a d ° a a a a 4 a SHOWER SEAT a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH :) 1 WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER it I 3-1/2" INCH FLANGE III THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH - PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING V 4� STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WR13 BOND BREAK WRB --SF LATH I 'ER STOP A NUOUS BACKER ROD LANT NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N c� •_ C*A m 0 M� otd U C _ra 0-- N N N � o R d r_ rca too W c E �o 0 r�. u .o CV O N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 F Q E o g 8 O La CD N M f0 Cb 2 N W 0 . �L, S 0 a M v U. N J J Z 0 J U,,a -v o l0 C YY(V W t0 � @ QjO' m W z w Z d J Z W o❑ CD z_ c§5� Z 8S z Q V) M Z v U 4-J C U, � V O s V) c ' U w r _ U o W Z M 0 �d LL E wo o- >� go W U 12 ,6 XO UO 0U Z N " �� a� � � z� ao i 2 ro N; C - .1` .0 O oLL 2 Z -I ¢a Zz Z 3S o oLL ao it W U !§ mi o_ Si � w CID ZI< U 2O 0 = e > d. J Ln tM e r J Y Cr Y U) m N MT W '61^, ¢1 � CJ o C:) M Q r d E A� 1 Z Z 1'� E M rri a o U _JJ 2 ¢ a C JOB NO : 22-08313 SCALE : AS NOTED SHEET NO. WP Mounting Brackats i 10 & 9-1 /2A x 4n i2a x 2-12e YR# >„e 05S SUP"" . (May be tilt to W) Sm Amhw 1127011a A325 RM) smicim (1tz13suge) v #14 Sel#-0r111ing SCrEWd i as�eN NC Unit 9vttvm EdIge Htirrlcane 51trap {7ypkaF a Ire Irclnt) Washers Front Crass Support Self-t cWq Nam (hUy be cut to W) l ft Blradiet (16 Gauoe) p 14 Self-0011109 Stints ThrU Ore tAM 6 Back Cross Support IMe A/C Unit Scttorn Sidi* (Typical, 3 each aide for hurricane use,) Sipa[n c bWellown 41Jrty61Q.l0ete Oaf re"ulMi vols c.,h HttYnLvarllUr ileac Relliesed 3" ap�1n arm a" Florida Department of Business & Professional Regulation Biking Codes and Standards Product Approval Application Detail Paine loll I2/132021 iim Mission wAwkmfw consent dDnima3llamt Veadabd as ValidatedLeIDdted FISC A9gtgnt thee Itl6madlox 2020 Smart Vent Produda, Ind. Msheel Graham Hamea F, NOsrd P.E Loot/ Bowl. P.E. 12/1812020 12/162020 12128r2020 Acprowd Caegay: asuclural Comolxcnb (877) 441-8368 PE-73776 (334)300.1800 dl acasairY: products heroaucedess Reader In"esmadventcon Ner Technology CampRrn- Mehod E-Wetim Report from a FloiNib s Regirod Avchited are Licensed Florida Proreseind En¢leer Anarovvdfor Uee AcereYeA far Use Imam R29M Sage lingual Mom Product Dirsorkellion Dai, S In HWHE Outside HVHZ R,,kt M EM Min 1 Brmfl Moa15406510 nVatla Dual FUnram Floodend Venaaton VeM 1213100M Yes Yee NM a100F100 2 SmatVani Model#1540611 Dual F.-tin Flood end V-2.6n Vent 1Zo12023 Yee Yea N/A •10Dt 100 3 SrnartVant Model 01540-520 hedaed Flood VaM 12rS121)n Yee Yee NM •100F 1DO 4 SmertVnI Mods1W500,521 heulsted Flood VaM 171312023 Yes Yes NA e100F100 5 amerlVaa Model e1540.524 161116qud; German Door Hood Van 12312023 Yes Yes NIA WA 6 SmenVent Mode191540570 V.bod Wall In wlated Flood Vent 12)31)2023 Yes Yes MA •1001,100 .I BmatVantModal 01540.574 14.51qud: (remain Door Flood Vent 120V2023 Yes Yee NA WA Florida Department of Business & Pral"Worlal Regulation pane I at Building Codas and Standards 1114rMl Product Approval Application Detail .Calla aft galtPerxdn 211 miall VtW- lean EogbmKAUNM Widened av VaIld W Dam= EBGARRE" r1®an I" Rmdslun 2020 Drexel Metals. Im. Jaen 8huneb Zachary R. Priest Ladle Borden P.E. O8n02020 oB SIM20 awano2a 1 On32020 Appraiad Caegoni: Racling (502) 3-1411 PE-74021 (334) 300-1e00 &bCatapWy: Motel Roden hhumsteQdrexmet.odm campair ce Method Evnio, Report from a Florffi Registered Archaed ore Licensed Ftorioe professional Engineer p QuaftAtri�e Aaoved for Use AcienivisitttSla Cly6t pedal €tat hoduc4 Model. Number or mum Product pa 17/312023 in firA f $Rlkhrt J M �9a PNMN 1 gaze=Metal Rooling System, DMC ICONS, DMC 15DS8, DMC 17W OMC 2006, Yes No NA +011180 omc 5V Florida Department of Business & Professonai Regulation Page 2 d4 Building Codes and Standards v2512022 Product Approval Application Detail fft version Manufacturer COMed & License Validated By Valigated S M Red WAooroval ADDrayed Status Revision 2020 Thernme-Tru Cwporaton Steve Jasperaon Lyndon F. Srnmidt, R. Ryan a Klrg, P.E. 04flfir 9 12131r1020 W2212021 081082021 Approved Category. Exterior Doom (800) 543-7626 PE-43400 (813) 767d655 SubCMegory: SWnging Exterior Dow Atsembies Ipsperson0thermebu.- Compliance Mstetl: Evaluation Reportfrom a inFlorida Registered Archned or Licensed Florida Pronesslemel Engineer &ea a mName Quaatu Aaaurann Aonrovadfor Una Aoorovadfor M& Outside Use HVHZPmabtllN-Cand Imbed DedeldIl i Smodh-Star Nominal 0&#D88quoklmpactiLquotOpaque 132 No Yee Yes WA Composite Edge Fcbwglas Sigle Door Qru;Wngfouanr J , X aWMgumbon) 2 b. ThenraTru Fiber-Cbssie and Smote- Nominal 611939-.8 8quot;Impaet8quoc Opaque 1201r2022 No Yes Yes WA Composite Edge Fiberglass Single Door wth S)delbe(a) 0na4naKXft lrg; XO, Mar OXO mrdgurstionN 3 c. Therms-Tru Fiber -Classic and Smooth -Star Nominal SIAM,,8 8quabinpact&quoc Opaque 12131/2022 NO Yen Yes NIA Composite Edge Fiberglass Double Door Win or without Sidetites (hsmingfOutawing: XXa OXXO coMgurations) 4 d. Theme-Tru Fiber -Classic and Smodh-Star Nomine188,W36;0 &quotlmpact8qudt Opaque 12f3l)= No Yes Yes WA Composite Ed09 Fbe rglas Single Door (Inaxlrgf0utswmng; X coodgurertin) 5 e. Thenese-Tru Fiber -Classic and Smit csh-Star Nominal SB,il.99;0 8quotipac0gWt Opaque 12f31202.2 No Yes Yes WA Composite Riga Fiberglas Single Door with Sdelee(s) pnedngiCubrAng: XO, OX or OXO conegure8ons) 6 f. Therms-Tru Fiber-Classloand Smooth-Ster Nominal 86011391,0 8quotlmpact8quot Opaque 12131= No Ys Yee WA Composite Edge Fiberglass Double Door Wth or rdnout Sidelines (ImamngfoubvAng; XX or OXXO Configurations) 7 g. Themesi-Tm Fiber -Classic and Snpdh-Star Nominal S MIae,8 &quct;I psot&qud; Glazed 120112022 No Yes Yes WA Composite Edge Fberglass Single Door (Insw4rg/OuhWrg; X onfguraticn) 8 h. Therms-Tm Feer-Clessic and Smooth.S ar Nominal 88tEW;8 gquot impoet&quat Glazed 12131t2022 No Yes Yee WA Composite Edge Fiberglass Single Door with Side ite(s) OnsWnglOusAlnlg; XO, QXor OXO Configurations) 9 i, Therms-Tru fiber -Classic and Smooth -Star Nominal 6&k'i9;8 8quotlmQaet&gUot Glued 121312022 No Yes Yes WA Compaeb Edge Fiberglass Double poor Win ar vstlnout Sidelines 0n9MnoJOutawng:AXor OXXO configurations) 10 J. Therma-Tru Fiber -Classic mid Smooth -Star Nominal S&e39,0 8quotlnpacl&quot Glazed 121312022 No Yes Yes WA Composite Edge Fiberglas Single Doer (ImeWnWOraswi g; X cardlguratin) 11 IL Therms.Tm Fiber-Classlc and Snnom.Star Nominal SluMSO 8quatl'mpact&quot Glazed 12r3lr= No Yes Ys WA Composite Edge Fiberglas Single Door with Siddte(s) OnsrirgfUMwing; XO, OXor OXO configurations) 12 I. Therma-TN Fiber-CMs4e end Smbo6l-Star NominN 880311 &,quotimpaet&quot Glsened 1201r2022 No Yes Yale NA Composite Edge Fiberglass Double Door Wth or without Sidelines OmwirglOulrnMng: XX or OXXO Configurations) 13 m Therma-Tn1 Fiber -Classic and Smooth -Star Nominal 8&MBQ8 i quotlmpaat8quot Glazed Mottled 12f31/2022 NO Yee Yen WA Open Companies Edge Fiberglass Single Dow (InsoirpfOutswig; X configwatiwn) 14 n. Therma-Tm Ftber-Classic and S recam-SGr Nominal 6S03W,,8 &qudtirrpact&gtMt Glued Molded 12131CM No Yee Yes WA Open Compoatts Edge Flberglai a Singqbb Dad vddn Glazed Molded Open Side9es{s) (IneNirrgK)utsWrg; XO, OX or OXO configurations) 15 0. ThermwTru Fiber-Classle and Sn000-Sblr Nominal 8&M,15 844uotimidect66quot Glazed Molded 12f31r2022 NO Yes Yes WA Open Composite Edge Fiberglass Double Door with a without Glazed Molded Open Sideiites (InsWrglOutswigi XX or OXXO owrfigumbora) i6 p. ThenrTru Fiber-Cbsic and Smooth-S sir s Nominal SSI S ilquotimpacMquct Opaque 12131r2022 No Yea Yes WA Composite Eeba Rbergiaas Single Dow with Voided Open S)de4We(s) dins nglOubNvin9: XO, OX or OXO oorifiguratons) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88o3g;8 8quotlnpectliquot Opaque 121312022 NO Yes Yes N/A Composite Edge Fberglas Double Door W th or without Glazed Melded Open Sidelas (InswirgrOuhvNlg; XX a OXXO ooMlgumbors) Florida Department of Business & Professional Regulation Par I al Building Codas and Standards IA=l Product Approval Application Detall 2m EoYp(.9[ Sis ➢let ad. pandioa 11dt mm Vtirnol Manufo=rff Conrad tag.tM,dJICON Validated sir. Val aubmdtti FaC Arnreyal Ap➢roved Revlelan 2020 POTlnduabas Jam, R...* MerrFDede BCCO-CER MbmFDede BCCO-VAL 11/19=20 10fISM20 1124*020 Approved Cabpay: Eamlor Doors (941) 4960100 (7116) 315.2590 &4Malsporr- Sldng Exted. Door Assemble, Irosoasxigpgircvf emetic Conpllatnne, Memoci: Coma um Meru or Usung an EWELAUBAblir - -Qudh Assurnimm, Aeeraved for this ,luafravedfW lot tall 2im thee Product 0ud�t S l» outsideIatIaDJ�ttoutsideHVHZ Rum" passage, 9 9(aD5570(Largo Moab Impad) corm)%adding ft. Door 04/14J2021 Yes Yea Yee WA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Them�aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248,3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38,3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/81/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 F1-15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 F1-15353.2 N/A 12/3112024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding F1-13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Sort FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29/2023 Ply lass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent F1-17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 WA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc, DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NiA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/ 11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 i i I I The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the Inspector on the jobsite; 1) copy of the product approval, 2) APPUCANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards I25r2022 Product Approval Application Detail ggQg ,Qay )� OOaPandind f� IM �g L Cabinet Enninfxr a Weenae Validated BV Submitted FBC AmrovN Aggpysq stmus Revision 2020 Them+o-Tru Corporation Steve Jasperson Lyndon F. Sohr idt, P.E. Ryan J King, JI 07232020 07/122020 07/2WM0 1011ar" Approved Catmgory: E dergr Doors (8DO) 843-70M PE-43409 (818) 767-&555 SubCMogory. SWngire Exesnor Door Assemblies cjspercon®memabV.Co CoMpU&no9 MoMed: C-vslusdDn Report from a m Florida Registered Architect w a Licensed Fbrlds Professional Engineer Seen Produd Me". Numberor Name ProdUd Dwbnotlssr oualNv A_eauranea C,mtraatExoiratlon Aeomixed for Use AUMMIli Date in ferllag Outside MI Jill= peefirant 2MR "sum 1 a. Themes -Tau Fiber -Classic and Smooth -Star Nominal 6aa3Q8 lsquotlmpad8quot Opaque 12r3112022 Yes Yes Yes WA Comp raikEdge Fiberglass Single Door Irnsvti OubW Xm ng: 2 b. TFarma-Tru Fiber•Clesaic and Smooth -Stu Naminal8&a39;8 t7geloelrnpad&quest Opaque 171312022 you Yes Yam WA Composite Eden Fiberglass Single Doorvath Sidelte(s) OreWn9'Outawing; XO, OXor OXO coriligurabana) 3 c. Therma-Tru Flier-Clasic and Smooth-Ster Nom4nal6 WWI aqu*Implad6quot Opaque 12131tX122 Yes Yes Yes WA Companies Edge Fiberglass D-blis Door with or v4mcutSkWtts (Inamnii houlawle ; XX or OXXG configurations) 4 d. Tharm-Tru Flber•CroaaC and 9molnStar Nominal 8116M.0 8quecimpsct&quet Opaque 12131 2022 Yes yes Yen WA Composite Edge Fiberglass Single Door (1nsWnWOulawing; XConfguration) 5 e. TFnrma-Tru Frb--Clesab.and Snnoth-S ar Nominal B&sr39;0 Hquatimpad&quo& Opaque 12131f20Z2 Yes Yes Yes WA Composite Edge Fiberglass Singh Door Wth Sidelta(s) (ImeW nglOutrlwna: XO, OX or CXO configurations) 6 f Thermo-Tru FlbemCbsak and S oothaor Nominal 88a139,08quotimpad&quot; Opaque 121312022 Yes yes Yes WA Composite Edge Fiberglass Double Door Wth or vhithout Sidelitw(IraWrlglOutawrg; XX or WO(O configumbons) 7 g. Themm-Tru Fiber -Classic and SmoothSter Nominal 8&a3B;88quealmleact8.quot Glazed 12131IM22 Yes Yes Yes WA Campos* Edge Fiberglass. Single Door OnsWng/Ouiswing; Xconfguration) 8 h. Thmoa-Tru Fiber•C(assicand StroothStar Nominal 081F39;B aquQbnple"Quot Glazed 12131121122 Yes Yes Yes WA Composite Eogm Fiberglas lNingleDoor Yatl SidNae(a) OrrewingfOuteW ng; XO, OX or OXO configuratorls) 9 i. ThwmwT7u Fiber-Cleeac and Smooth -Star Nominal6=8 &qurXimpad&quot Glued 12J311= Yes Yes Yes WA Campo" Edge Fiberglass Double Door vMt1 or vdtlout SWalnes (IrleWngrOutewing; XX or OXXO Wr11lewrations) 10 J. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#VD&quctimpad&quo& Glazed 12/3l= Ys Yes Yes WA Composite Edge Fiberglass Single Door (I nawngfOubvrirg; X conrguraiio it kTherea-Tru Fiber.Closic and SrhoorNShar .I Nominal S&1K�0aquatlmpad&quet Glazed 12J31r2l= Yes Yes Yes WA Composite. Edge Fiberglass Single Door Wth Sdelte(sl pnsWngfoutaWng: XD, OX or MO configuration,) 12 I. Thermo-Tru Fiber -Classic and Srno tit -Star Nominal 88M�;0 8q Impad&quek Glazed 12/31f2022 Yee Yes Yes WA Cornposiie Edge Fiberglass Double Door with or Y-ftout Sideliin (Im;MrglOubnM%; XXor C)XO con iguratons) 13 M. Therma-Tru Fiber-CWWC and Smooai-SGr Nominal $&VMS BGUotimpaet&quot Opaque 1213112022 Yes yes Yes WA Composite Edge Fiberglass single Door With &quo' Non-Inped&quot Sidelke(a) (InsWrgfOubiving; XO, OX or OXO wrdiguradons) 14 n. Therme-Tru Flber-Clssle and SmoomSbsr Nominal 6&M,88quatimpaetilqua; Opaque 12t31f2022 Yea Yes Yee WA Composite Edge Fibergleas Double Door with &quoMJon,irtp"Clud: Sidaldes(Inaaingfoutswng; OXXO confquration) 15 o. Therrne-Tau Fiber -Classic. and Smoottn8bu Nominal=,D Bqumlmpactaquot Opaque 1213lrW Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth 8quokNcr0 pad&quot; Sidetibi(s) O nawing/0utsw n o; XO, OX or OXO cadrgurations) Fiber -Classic p.Therms-TruFiber-Classic and Smooth -Star Nom)na18$7f�;08quotJmpndB,quot Opaque 1W31/�23 Yes Yes Yes WA CompoaesEdgs Fiberglass Double D"Wth 8quotNoHlrnFad9quot; SMeIMs (InsWng/OuraWng; OXXO configuration) 17 q. Therma•Tru Flier -Chest and Smooth -Star Nominal 8& H BquokNon-Impiasquai Opaque 12)31I.2022 Yea Yes No WA Composite Edge Fiberglass single Door OnsmrglOutsairg; Xconfgumbon) 18 r. Themre-Tru FMr-Classic and Sheath -Star Nominal WN.68quotNon-Impaaaliquot Opaque 12131P2f122 Yen Yes No WA Composite. Edge Fiberglass Single Door with Sidelte(s) OVngtOutw"; XO, OX or OXO configurations) 19 s. Therms-Tru Fiber-Clas)a and Smooth -Stu Nominal W39;8 Squctl4on-impaoSquo+; Opaque 12)312022 Yes Yes No WA Composite Edge Flom oss Double Door With or without SkWttas (InswingioutswlRp; XX or OXXO configurations) 20 t Therma-Tru Fiber -Classic and Smooth -Star Nominal 8& D 4lquocNom4mpact3quo0 Opaque 12131rC122 Yes Yes No WA Composite Edge Fiberglas Single Door (InsWngfOulswing; X wcdfpuration) 21 a Thames-Tru Frber-Classic and Smooth -Star Nominal 8&)139,0 &quocNon-ImpedBgtat Opaque 12131Y2IM Yes Yes No WA Composite Edge -Fibs: Single Door Wth S)deite(s) OnsainWOufswing; XO, OX or OXO coriflqurabonsl 22 v. Them a Tru Fiber-Classi-al Smoom-S♦7r Namins1881113I 8quotNon Imp OSA-t Opaque 12131rl= Yee Yes Na WA Composite Edge Fiberglass Double Door Win or Wthout Sidelites Oreveh lOtdeeinX X1(cr OXXO configurations) 23 w Thermo-Tru Fiber-Clasic and Smodh-Star Nominal OWMA 8qua#Non Irrpad8quot Geared 12/3111072 Yes Yes No WA Composite Edge Fiberglass Single Door (InsWrgfOulswi g; X configuration) 24 >L Thema•Tru Fiber -Classic and Smo th-lar Nominal 680".88quot;Non-Irrpactsquat Glazed 12/312022 Ys Yes No WA Composite Edge Fihmgias Shale Door veth %, 5ldate(s) OnsW nS OutaWng; OX or OXO configurations) 25 y.Thsmp-7m FWlar-CJasicend SNoom-%2r Nomo1a 68"A SquotNorl- Inv2ct&quot Glazed 12731r= Yen Yes No WA Composite Edge Fiberglas Doubt& Door Win or Wthout Sldellbas (Inewing/Outimmgr XX or OXXO configurations) 26 z- Therma Tru F111,61064sic and Smooth.SMr Nominal 8211130;04quothloi impnd8quet; Glazed 1213112022 Yes Yes No WA Compotlts Edge Fiberglas Single Door (Insvirgloutewng; Xdodgurtion) 27 ze.Therma-I'm Fiber-Clasic and Smooth -Stair Nominal 88,09:0&quotlJan lmnpacl&quot Glazed 12f3120P2 Yee Yes No WA Composite Edge Fberglas Sagle Door with 5deiaa(s) OnsWngK)utsW rig; XO, OXor OXO confgurations) 28 A. Ttherrra•Tru Fber-Classic and SnaodhSesr Nominal 88IGRO9quotNon-InpncAquat Glazed 12/312022 Yes Yes No WA Composite Edge Flbaglau Double Door win or Wthout Sidelines onoviinglouls"ns; XXor OXXO Configuaaons) Florida Department of Business & Professional Regulation Panel 0r2 Building Codes and Standards 5 702i Product Approval Application Detail ilia aide, des pYt 8ta Exes, isimiding $t mm XKMM ! Cidafd, Endmr&U-a Vd6Yata1( Ya1g" DAM= FSC Ammval AYE RW.W 2020 MI Wndors and Doom SremShin9er Luis Roberto Lomas Strvn M Urkh, PE 20 10)cfff IW 2020 10PW7020 12115=20 Appraled dy: n CMegElnerloc Doe 4717) 3m-3300 PE-MI4 (717) 31r-W4 "CamilloW. ar Siding Exterior DAssemblies balshgenernmd.can compliance a)Mod EYSivatin Report tom a Flodds Registered Architect or a Licensed Florida Prdenlona 6ngtnaer aeon Prmtlud Made. Nutb, wfkme . guests Assurance Product Dserlet)on Aoo KVHZ Use ( OuEd fR (p,w E9alSst Pmou )ro 1 SERIES420AtUMINUMSGD SERIES 420 ALUMINUM$Go OXO 12A12024 No Yen No WA 14S-3"qu t;x80&qud: NON -REINFORCED 2 SERIES 420ALUMINUMSM SERIES 420ALUMINUMSGDOX XO.XX 12J 2024 No Yes No WA a6&gld;xe08dsiot NON -REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUMSM REINFORCED OXD 17/3121124 No Yes No WA 145.3f4&qudxBB&qua; 4 SERIES 42DALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 60D REINFORCED OX IV312024 No Yea No WA XO, XX9e&quotX9%quck 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 800 REINFORCED)= 12r3L2C24 No Yee No WA 143&Adad:s90Aqud: Florida Department of Sualteess & Professional Regulation Building Codes and Standards Product Approval Application Detail Pye 1 er2 Va2021 Ss9tla liogCtgc /its Ate 17Jsa!'JO.aa !» am td�.t , Approved ima Revfoan 2020 War.0aln, t dlvisin or0wmeea Door Dyne KOmish Jnn E.Smes JeNey P. A.-. P.E. 1WI2/2020 09292020 lo1232020 121WM20 Approvxd Corporation (33D)763.6121 PEA11737 (904)821-5200. Cannoneer. Extedw Dears i laxinishill"me•dannt SIA"119cry: additional Extabr Door Assemblies am Canpll I rahiW: Ewlualn Repon ham. Flalde Re9UNntlArch tied or a Uwnsed Floads Prdesslael Engineer all Product Discriacon 91WdEAe- Amragad for Juse A®rl In KYHZ out" dFa U= iglMgt Resistant Ooloa liffiaMu e 3 8000r81WLt20061,05 e&139; Max wrdh. 143e30; Max height. Glaring 12131MD23 No Yee Yee +31.00/-3100 sveieble, In to Of Intermediate station. 10 ..'00062COa1123 169M.. Max wiM. 148M Max height. Glaang 12MI2023 No Yes Yes -30,90i33.50 a"Imak, In top orinMrnglOm section. 11 800DISIDO42DO 01124 ISMS: Max lwdh. 148939. Max heigM. Glazing 12/312023 No Yes Yea r34.4Cf-38.30 ""able In top or ntemnadiete sedicn. Florklt Department of Business & Professional Regulation Page art Building Codes and Standards 16=1 Product Approval Application Detail f&k laid[¢ no 292 Oft Plendina go lYg! version 1 Endneer&Lbnse J Vim NOMUMFaeAmmrd aRgow gay RMsian 2020 Curries Dlwan dAADG, Inc. Tom RatW UL LUC Tray mmlop-P.E. 12ieri 0 1p01202D 12212020 Approved Caepdy: Exterior Doors n641) 494.2813 (9a4)Sar-o 60. "consider.Eaenor. Door Components tam-fteygessebtay.co Compliance Mehod CerUlkWn Maur or LWMQ m c _ - oveld for Imam pedw ltgA comae rosier. Mmbr si ame lid AOOr� Ues Oubift AOgri dailf� Passua I 607, 7a7, 727, 747, 757, 777"., nd 647 Stab and Peas d Fluor, Glued, and Louvered single and pain of 12r312025 Yes Yes Yes WA Doors honor metal door. Florida Depadrnent of Business & Professional Regulation Page 1 ar2 Bulking Codes and Standards 16=1 Product Approval Application Detail Code lad* - I*- Dab Fall me 00 mm version fgsrglCi11asoi4 YYWaed sir Vduad ids F5G Addamva &2LO g hail Relfaorl 2020 MI Windoeva and Doors Brant swirgar anarnn ArdrBadunl Steen M. Urich, PE i t/17mx 11/17421120 11r27r2020 AWWW caery.."red"s C717)365-3300 Manufenurers AawNatln (717I317-9454 e Hung SubCaegcfrr, burglbsMngorBmllvd.com Cenpllenes M*Aod: Cer6resdon Land of Using Renal Mass. Nureaa Nam Caiveet a AMiin HvHZ tat AggfmMiJJlSfia t7� aw loY�S O"tb.tilAli BtUH:Ot Emaln 2 1&58H 52x72 Fin)Finge Frame IG)SG Single Hang 11MIS'=3 No Yes No -601160 Leminded Glass N Cn -0 -Cu 9 c 0 0 !✓ f.. CU . � U Cob T�t CU CU V! O O 3-O O O W C CQ U- O .n 0 O a. :c ccnu � Cl)� � a Z Z W J \/ Q 1v -o 0 Q V `r- C= C ID N ca m � C li 4 V) �o Vf 4 V Z V) Q CZ r0 N N 9V V .at rD C0 $ v o 1a d32 sit u sir C E A C2 a v Cin E W Z CU O LL > CL 0 CL Q U O L ,V W 0 CC CC LLI Z J Z Z a J IL SHEET NO. PA 1.0. "I"'! I'Ill"Will' i' Florida Department of Business & Professional Regulation P.ges d s Florida Department of Business & Professional Regulation pop I sit Build -mg Codes and Standards 1211,022 Building Codes and Standards + + Product Approval Application Detail Product Approval Application Detail S4C! 19aisr or 20 2 Dab Pandim 211 So* Ernst, tor 2M am � version ManuMctUrer starriest caritner&Llmnea Validated Be Bill== FBC Approval Appgmmd, )$Gast hat lAsBrdMgtru Valdded d paC Approval SdaEae l9loMtudJl�l Yd�l4 ) Rerklon 2020 ThrmaTru Oorporppon Steve Lyndon F. Srdlmidt P.E Ryan J. King P.E. 10A711021 OB/18f2021 10'131202'n 17/1&2027 Approved Alfametlon 2020 PGT Mdudrks Jam Rasewdd Mardi -dada WOO -CDR Mkml-data BCCO-VAL 11A82020 11p502020 11n 1/2020 Approed CffiagOtY•Exbrior Doors SubCdWrf. einnoing EAwior Door Assemblies 43-702on (800) 8431828 PE43409 (813)787-0555 ejaspersonothermatru.co caragrr. WMndws (941)48&0100 (78p 315-2830 ComphanoeMetllvd;Evaluation ftepprtlgmA on eh4lcafapo7: Skgha Nuns era ndY9Ne0.w Florkla Registered Architect or a Licensed Florida compliance Ndhad: CwM=bm Mark or Usimp Mtn Professional Engineer nuallNAv MUM Use AMM11roeUse Do= INA Product ModalNuwarram la Product DescriptionCefMaddmlretlonOde InMVHZ p 1 y4al s- Product Model. Ni mberor Name Product DescrioUdn contract Existranon Otte n H outside gym Residarll prisaignme 2 611 Merge L%A. tempted) VkM aragk Y rwgnhvl� 0750ra125. Yet Yes Yea WA 1 s. Themee-Tru Fiber -Classic and Snodh-Star Nominal O&M.8 8gwCNon-IrtpedBqua Opaque 12/31P2022 No Yes No WA Composite Edge FiberakmSingle Door (Inawing)outaY,iug; Xconfiguration) 2 b There -Ton Flbr-Classic and Smooth -Star Nominal ALM,,8 &quatNon•Impaol&quot Opaque 12231/2022 No Yes No NIA Composite Edge Fiberglass Single Dow with Sideiihs(s) QnsWrigOOutownto XO, OX or OXO confipuwfions) 3 a ThermaTnl Flar-Clastieand Smooth -Star Nomiml8a",118qucoNen-ImpsotWot Opaque 12131i20T1 No Yes No WA Fflw&m Composite Edge Double Door wth a vWMout Shiites (IravdngtWteMng: XXor OXXO configurations) 4 d. Themmv Tm Fiber -Classic and Smooth -Star Nominal 78dr. Q BWokNon-ImparBquot Opaque 1213l/2022 No Yes No WA Composite Edge. Fiberglass Single Door (IrlsWnglOubtAng; X cudfguration) 5 a Thartre-Ton Fiber-Cleselc and Smoodr-Star Nominal 78 W.0 SqucCNon-Impadaquok Opaque 1213112Q22 No Yee No WA. a I. Therms Tru FabM Cksaic and Smooth -Star 7 9. Therma•Tru Fiber -Classic and SAinecth-Star 8 It. Thermo-Tru Fiber-Claisero and Smooth -Star 9 LTherma-Tru Fiber-Clase(e and Smooth -Star 10 J. Therms-Tru Fiber-CYass)e and Smooth-Ru 11 k Therms Tru Ftber-C)assio and Sm alt,8idr 12 L Therms-Tru Fiber-Gmeic and Smool +3 on. Thermg•Tru Fiber-Clossie end Smooth-6Tor 14 n. ThemwTru Flbr-Csssk) and Srmeeth,81ser 15 o. Therm-Tru Fiber•C)awic and Smooth -Star 18 p. Theme -Ton Flber.Clas lk: and Smooth -Star 17 q. Theme-Tru Fiber -Classic and Snooth•13tsv 18 r. Thera-Tru Fiber.Clwak; aad Smooth -Star 19 a Therms Tru FbarCiasw and Smooth %r 20 t Thera-Tru RbenGsssic and Smooth.Ster 21 u. Thume-Ton Fiber -Classic and Smooth -gar 22 v. Theme-Tru Filer-Chassic, and Smooth -Star 23 w Thermw!rru Fiber -Classic and Snpdh-Shor 24 K Thenrwi Fiber -Classic ud SnaoMSlar 25 y. Theme Tru FberLiasaleand Smoem4gar 28 z. Therms-Tru Fbr-Classic and Smooth -Stu 27 za. Therms-Tru Fiber -Classic and! Smadh-Sher 28 zb. Thermo-Tru Fiber-Caasdc and SnnrthSter 29 = Thems-Tfu Fiber-Clawc send Smooth -Star 30 zd. Therma-Tru Fiber -Classic and Smooth -Sear 31 za. Th wroc ru Flear-CiessBand Smooth -Star Oomposie Edge Fiberslaas Single Door with S WW&) Qnewing'Oumverp; X0. OX or OXO configurations) Nominal WAW.O&quotNon-Impad'8quct. Opaque 12/5112022 No Yes No NIA Composite, Edge Fiberglass Single Door (IrltWrio Dumpareg; Xowmhpuleeon) Nominal UM;O&quct'Non-Impol0cluok Opaque 12MI/2022 No Yes No NIA Canposaw Edge Fiberglass, Single. Door with Sidelsa(s) QrtavtrnglOutsWng; XO, OX or OXO Nan==grrusl=88one ,-O&quotNor,Impawtaquot Opaque 12131I2022 No Yes No NIA Composite Edge Finarglaas Double Door utm or W rOA Sideftb XX of OXXO configurations) Normal 61MI84,quintNort-Impactaquct.Glazed 12J3l/2022 No Yes No. NIA Competing Edge Flbeiglaw Single Door QrrswinyDuaNaiq; X configuration) Nominal.U039;8&quotNon•ImpadBquot Glazed 12131OD22 No Yea No NIA COMPoalbe Edge FlberOl Single Door WM Sleelite(e) 011SWIhg/OubWI11% X0, OX a OXO configurations) NrniM108g38:88quotNon•ImpeaBquot Glazed 12t31/2022 No Yes No NIA Composite E49e Fiberglass Double Door vwti or without Sdelaes (Insn4rgirOu)eivng; XX or OXXO w flourg9ong} IJomna178 ,08qu"on-lmpaNBquct Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Single Door QresYingtOuhewnp; X configuration) Nominal 7A939:0&quotNon.ImpcMtc bGlazed 12GIi2022 Ne Yes No NIA Composite, Edge Fiberglass Slrryle Door with Sidelite(s) nrtah(rgliOukwing; ,Ox a O)W configurational - NiSrnkrl 8111039;08quotNon-ImpacMqueK Glazed 120112022 No Yes No N/A Compositt Edge FlOrglaas Single Door QrtsWNngnouhewOv; X cordgutaticn) Nominal 8039:0&qugtNoq-fmpeadq at Glazed 12/3112022 No Yet No NIA Composite Edge Fiberglas Single Door vi th Sdelhe(s) (InswingrOubwing: XO, OXa OXO motiguratlns). Nominal 8Ma39;O3quotNon-Imp gd5quct; Glazed 12J31I2022 No Yes No N/A Compoelse Edge Flannelette Doubts Dow elm or vtittira 8idelill (Imeningioutswin9, X(or OXXO configurations) N rnktal 8&k9g:8 &quotNon•Impeld&quoY, Opaque 12/3112022 No Yea No NIA CompoMbs Edge Fiberglass Single Door Wth Transom (Ina4ingOOtAewing; DIX configuration) Nominal U#W,8&quo;N9n-Impsc1fiquct Opaque Cwmpoade Edg. FlbarglaesSMgle Do irvrfh S'Melite(s) and Transom (Irswingl0irbv2ng; OJXO, OIOX or OrOXO mrd(gurotlora) Nominal Sod MA 9quothlon-Inpactdquot Opaque Composite Edge Fiberglass Single Doorwith Sidww.) Qmr ogtOub;wrg; XO, OX ceOXO Continuous Held and SIII cerdlgumboris) Nominal Badf39.0 agtic%Noe IMVOCMqubt Opaque Composite Edge Fiberglass Single Door wvilh Sidelae(N QnaWnglOubwAng; )OD. OX a OXO Continuous Flied tied Sill cnhpuncons) Nominal BletWill&gLotNon.lnp a"M Glazed Compastlb Edge Fiberglass; Seigle Door Wm SsdMta(ea QnsWngfoubNAril XO, OX or OXO Continuous Head rat Sig co figurad") NOml: SLAW08quL#NnAmpeotaqucb Glazed Composite Edge Fiberglass Single Door with 90rae(e) onsw rigrouteMng; XO, OX a OXO Continuous Flead and 911 configurations) Nominal 8SAW,8.&quotNon-InpadBquot Opaque Composite Edge Fiberglass Door Panels vAth Vented Sidadea(s) Qnawiny0ui6w-erg; XX, XXX or XXXX conrpuntion.) Nominal OL"G9 08gtntNon-Impadaquot Opaque S��Fdge Fiberglass Door Panels with Vented nplOuwwng; X)( )(XX or Xx)(( .onfigurotiona) Nominal 58a39;8&quetNon.lmpadAquot Glazed Compodh Edge Fiberglass Door Ponale vdm Vended Sddeta(s) QnswingrOutewing; XX, )00(w)O= tXerf&puratona7 Nominal E&a3a:0&9trotNgn-ImpacAQuot Glazed Composite Edge Fiberglass Door Ponsk Uah Vented 9ddW&) onstangroulswrg; xK XKX or XXXX crdlpurations) Nomira188dr3a;88,quotNon-Inwctaquct Glazed Composite Edge Fiberglass Angle Dow with 38039;D Sdelbe(s) QnsvenglOubvag; XO. OX a OXO oordigubdine) Nomi al B&OM:O &quetNon-invoctiquot Glazed Composite Edge Fiberglass Double Door With $111ON1.0 SkinfitiesQnavnnpA')utaw(n9; OXXO onFgurdow Nominal 6W3gO &quokNm-ImpaulMquot Gland Composite Edge Fiberglass Sin Dote with 3&"Q;0 9dolWs))o nOriae,}ng/Outsviing; XO, OX a OXO N minal 8903B:041quotNon-Impacdquot. Glazed Composes, Edge Fiberglass Double Doorwth 39M9;0 Snektas (Inswrhg/OutsAog; OXXO oonfgumbon) Nannol 7&999;0 elquotNon-lmpetffiquot. Shalmr Swiss Corlpoeirh Edge Glared Fiberglass Single Door with a vignette Me39:2 Sidehle() anoWnD Outewvdp; X C X XO or OXO configuration) 12J3112022 No Yes No NIA 12MI/2022 No Yea No WA 12f31/2D22 No Yes No WA 1213112M No Yea No WA 12/31/2022 No Yes No WA 12/311= No Yes No WA 12/31/= No Yea No WA 12131t2022 No Yea No WA 121311/2022 No Yes No WA I W31r2022 No Yea No WA 1213112MM No Yes No WA 12/31f2042 No Yes No WA 1213112022 No Yes No NIA 12131r2022 No van No WA Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail FWi25l! R31 E g la Y6MIOn Manufacturer Corrtaet Engineer & Wlidarted Bx Validated Submitted Pending AR2l4YSd Approved Revision 20M POLYGLASS USA Maury,Alpert b55flse John W. 10t2VM0 10y2?72020 F13C 12/152020 Category: Roofing S9542331390SmalperbQpolyg1asa.eons Robert Nleminen Knezeyieh, PE &Qpm dl Subcategory: PE-59168 (954)772-8224 11/01=20 Undertaym tits Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Products FLA62SM31 3ta K Product Ma", Number or Nerve Prodlest Description +"�' 1 Polygiass Roof UndedaymefKs Roping undedaymefas 10f2172022 No Yes WA 4WAt-MZ 1 Polyriass Roof Undenayments (HVHZ) P*glass roof undenayments for use In FBC 3Y2Y= Yes No WA WA HVHZ jurtadkaoris. 2 PoWam Roof Undedaymeltts (non-HVHZ) Poyglass roof undena(ymenb, for use h /2/23t2023 No Yes NIA +WAI-M4 F8C non-HVHZ jrledrdione. 1 Polyglass Rod Underhyrnents(HVHZ) PPooyIygglass rod undMayments for use In FBC 12t23r2= Yes No WA WA M/HZ)udedicbom- 2 Polyglass Roof Undemaymeros(non-HVHZ) Poyglassroof underla(yments, lbr use In ta23t2@3 No Yes WA +WAI-e22S FBC non-HVHT juds"c ns. 1 Poly(iass Roof Undertayments (HVHZ) Pdyglaas roof und~ems for use In FSC12'2372D23 Yes No WA WA HVHZ jJdediptirM. 2 PolyglassRoof Underlayments(non-HVHZ) Poyglass tour underlayments,foruse In 12'2Y2023 No Yes WA +WM-622.5 FBC non-HVHZ judeafiffios. 1 Poy(iass Roof Undadayments (HVHZ) Potyglass roof unit~ am for use in FSCt2F23y2023 Yes No WA WA HVHZ juriedichom, 2 PoyglassRoofUndedaymehtm(ndniiVI-M Poyglanroof underlaprmems,for use in 13'23rAM No Yes WA +WA!-522.5 FBC non4HVHZ jurisdictions. Florida Department of Business & Professional Reguletion Building Codes and Standards Product Approval Application Detail Mgt 1 Qr2 1092G21 20 fiviltv or 291 Done P-d- ha Version Negidn&ut locua Vaddded gr V alb 17C Anwav t Ater i almit Reuden 2020 Mnak Ina Fain Y4aldaa ICC EvdaMn FonAa, LLC ICC Evolution Gervke, Ran 42021 0BnOW21 Ga1.2'2021 Approved category: ranntleel Caryanarts (952)8904M I.W. SubCA p ir. Trull Plates t2c5) SOS.BWO Cortpllre%aMrbod: EYauditn Reportfern8 Product evaluation, F tiv Aaof -. Product Modalhmbror Prioluct Description Conrad EydrdlonOae Amewdfor AmrouW ;IftNVHZ 9sBrdeMWIZ for like lmpact alto H pedw innocent 1 M79AHS 1a go. boll strength kvgs connector Pate 12/312022 Yu Yes NA WA 2 i1188HB 189L sow high snngthtmn connector plate tat irM2 Yet Yes NA WA 3 MI 16 18 get VMS. connector pate 12/31=2 Yr Yes N/A WA 4 M171846 tapehigh strength hugs cornedor prose 121312022 Yes Yet NA WA 5 MT20HS 20 ga. high seenoth eggs mooch; Nab 12/312022 Yea Yee. N/A WA B TOB. writ id g►. Ws9 rxnnatlw pktee 12131=2 Yet Yes NA WA 7 T420. VT29 2991. ban mrieca piston IV312022 Yet Yas NA WA Florida Department of Business & Professional Regulation Pegs+ di Building Codes and Standard 1a2021 Product Approval Application Detall rim DOL2E no a & lit gg 2im Ilot YJ1oam MW ufz - Sgd" BoaerAUarre Vrmdag0, Ylairfi ,LAm&ed FSQAco{,ml AQ$glQi attests MWwdW 2020 POT IMOus9lr: Jane Ronew Munn Dada FICCO-CER MtiM-IWde W)GO-VAL 11A52020 11X1512020 11AW020 Approved Meleage : W,dars. (9413 486-0100 (789) 315-25M SLOCahgory: Find Imo IdOpodrKMadeaw Compliance, Mdhad: CaMeaBn Mode or Usltng son .. Acgroniadjortiles Amrased foruee eased gaafla slate Pro k d eio lee Numb; or Mama producit Ighterinalon Did, In NVHZ Ou1gWa milli Resistant PJaaa rs 3 IAVd520.(L.rge Mledle lmPe tl Most Meted Wodoiv 0/130f2025 Yes Yea Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product ApprostA Application Detail Peas i all 1 V2XI 900111 Error 20 au DKO leandre loft zma Yi= mommsbAK QE= EmlorxAJ&on Yi tuw& xdw m ligmad LWLARKMA Aigmnd aerial Reh.40orm 2M MI 7NMaws end Down 9em.atinger Amenan Afahltdufal Steven pat Lhtah. PE iocar2 0 /0010/2020 4WVA20 Approved Caeow. Windows (r17)385.33DO Manuftt.-Agsocies- (71T)317.8454 autiCet . Haltadrm 191def tgcM bAh miwd.wwm P errs Compliance Not hod Cwncedon sets; or unions aJRa PtaaCtg 91MIDLAselmlt Aar AnsraadtrUse f he WVYi lb&fls Lk= lmom Disko laud d Elalau m 1 HS IAt Mn end Serge, noun 73.42 Insulated der MMW*24 No Yea No s551.55 Florida Department of Business & Professional Regulation ring.+a/ Building Codas and Standards I&MI Product Approval Application DOUR Gant IQW.9t 291 Alt am figs Version r,,ubLl - ended Emill-A.Lkml Validated01 V1adrla ! tad imaM. Re ai n 2M bN Weldon end Doaa arard Stinger We R I-.. PE .Or-. M War, PE 10a)a12om 10jdWD20 iona9d20 IVIWD20 Approved Category: Wham (717)385.3300 PE-62514 17M3174464 shedtegory: M ikon, bYahgwitalrwd.eera Cw vlbnm "whorl aniusln Repel tom a Markle Reslssered Arddtrl vet licensed Florida Prdessiond Engineer a" Predue!■-Now Ntanbrrfle- -. _.$ A 1112= KaaLNla Basalt, 2 5794 Vertical Aumnum Mull. 1201,1202a No. Yen Yea WA Florida Department of Business & Professional Regulation Pe9a i sit Florida Department of Busiess & Professional Regulation P.w 2 d Z Blaming Codes and Standards 181=1 Building Codes and Standards iommi Product Approval Application Detail Product Approval Application Detail £m! E g8! ate! Effirlind 2011 Must Version jillooleglim certain YaW�at Vtihmm aamm F AULMN plats, >iraA version jagglew t &90= indufftY�b %Nihbd.®t xgwwd iamaiW E!D£8 AMMM am& Review 2020 Jam» Handle guilders Products, In, Chad olaaks V. Andrew Tan Johnsoutiod, P.E. 0t005rw 12/'14/2020 0110e2021 ding FeC Appn R8l4we1 2D20 M d. Nick Thompson Lyndn F. edmmld, P.E Ryan 1. tune, P.E. 02R%=21 02n52021 02222021 G013M21 Approved consignor. Panel Walk iris 5454359 PE41892 (352)3672526 Catagry: Pan.] Welk (330) SM-2380 Pro-43409 (813) 7B7A555 /uECa MOdy. Sdmg SubCahaorr. Sala, nthampsanQeldde.i;om Complete, Method evaWsm Report some e.00m compliance Poll EYduaton Report Bern a Flodde R;Midered Arr3obet ore Upgrade FlWd. Floods RaslsteradArdhhador. .U-sed fioddm PNNnknd Bigimr proterkanl Engnea .. _ _. gLmmxbmmma Approt,adfrJlse Amovat fee the Iowa podw ... _. ., - - wrulllr Assurance Aadraded For Use Awrmnlfw udw ,. ) ORA product Model. Number w Hares Predict Description In HVfi Outside MW IU.WtMa Premium Pro"ateanedw ebrrad Oaardlan Mt. In HVHZ Outside HVHZ Managers Pr 1 Oempi.nk Lap Siding lbroemrni hp siring 120112025 Yes Yee NIA WA 1 a &rauot2r&eJot Sofa Vent or Sold Vaal Bane I N312023 No Yea NO WA 2 HwdvPlmk Lop Signs lber-cement lap skkig 1201F2023 Yet, Y. 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Steen M. Loch; PE 412312020 11)23r, 0M 11292020 drag FBC AMP Cals9ay: Ronrng (501)983.6163 PE-31242 (7171317.9454 aut,Coaq;* : RodngAcceoerles that wean kidley�kpnence.CerB Into" Per orthe RWfing SY9M Coaig"Wrlrr Ndbod: evdurti n Repel torn a FlorMt Registered Architect aLicensed Florida Professional Engineer -QuaftAsunwo gsgS Approved for Use Mrgvetlhit um g Gas In KVNL Outside HVKZ )mQYd M" Bob" EON= 1 Deck -Air" DA-4 or TRI-Buit Dirk -Ai, Wd Lw Prop., Pdyprotylen. Pkatc, R.00a Vnt 12AWM5 No Yet No-W.547B Mechanically Attached to Pfrre.d Dock. Florida Department of Business & Professional Regulation Page 1 d 1 Building Codes and Standards 146=1 Product Approval Application Desalt cotes Witter 20 211a Date pwwing 20 rw Western Mapufachner contact Erghar&Umim VaNtlstad 8v Valadand SgWftd POC Approval ADI)r~ Joe Revision 2020 All American Shutersand Glass Mko Berbied Farilli Sennrdo, P.E Troy Bishop. P.E. 1WW020 10/1041020 11IOS2010 12115=0 Approved CabaOM 911uthers (551) 7124)W2 PEQO4d549 (954) 947.0880 SubC~fy Storm Panels nit keboal lamertanshute OampMmoe Method; Evaluation Report from a mo)m Fiords Registered Architect, or a Licensed Florida Professional Engineer 5-0 Product Model. Numw or "we Product posar ion Quym(,Asm(rspg Contract EXpwoftn A4lprohese nor lies Approved for Use Oats In HY19 g-uuw HVHZ lmaaGt pedon f4whtane Pm ati 1 249a Gahtenlzed Steel SOKm Panels 24ga Galvanized Steel Storm Panels 12/31/2022 Yes Yes Yes WA Florida Department of Buelit d e & Professional Regulation Pqe/ all Building Codes and Standarte 1g 4 2W1 Product Approval Application Detaa TI M mnuba t use VetMdee a. a,i�°Im MA Aged slates ROMOM ZD20 V0wphsnv- Rb8sldaln IOCEvduaton*G evALC ten Lehrer, P.E. 024=21 tr13/2020 02(0S2021 AgPra4ld Ceteaery: StrWad Carpnenh (253)9244479 (908)839.3288 SwInCdagpry: Erogin-cl Lerttrr, acb d.Baid.441 a"arlw CompGerne Ndhod: Evdudrn Repot fan a uter.arrh Product Enlwtlon Way - - - Amula Us .. Amm uwtir um DOW. limaProduct Description coreactElWaamone in HVHZ 0"&H id R*iimaot Pft t 1 Mcrolam LVL Larnieded.Varrr Wmtar 03/312023. No Yes NIA WA 2 Panels. PSL Prater Stand Lumber 93/312023. No Yen NIA WA 3 'n.*09 end LSL Lamnated $hand Lumbar 03I31r2023. No Yes WA WA 4 TJ Porn Board Mutual Cpnpodle Lumber a Oriented Strad 03I3112023. No Yes NA WA board Fill'Board 5 Yueyarmauser Rt.Mrrd Oriented St-d Sard Alm Boots 03312023 No Yea N1A WA Florida Department of Business & Professional Regulation P.gei sit Building Codes and Standards W/21121 Product Approval Application Detail 921111111 IWMLac alit ails a48mdm go hgt Version algldiYgS ! odad 11-hrrr A ummm Vdkletad sir yj(delind aLMAW FSC Aanhoval AaeraJrsa sea Revision 2020 enter Rodho And -Rabin WING Uniform Q.MnBn Gary W. Walker i1lml 4i/02020 1110s2020 Approved 1Xtpery: Reding (401) 38 4Xi 9aMpgs LLC, (205) 854-0180 BWa�pligancnce cdnMderenQberd.rg stated: EYdudin Report tan a mM. Product Evolution Entity ..QUAIRW Asurail AMMMM for Use ApprouA faUta Illegal 92M ... $ zkadzmdmuaam 211111111116bw N How" � its army- Bnka. was, Gauntry 9dr. Site ad Enyldh ; Prdlk - "tine. Co 12/S• 10MG yes NIA Thatch Agmp; "Pad 17 Srary 600 - ogle. Shake AMP: Slot Stoke Rat PraMo -Stockton. 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Aawreved far the AoorovWlr.Bsa lN" gala l(sga Product Yerl. ahNOarr WmeProduce Description CrarwtMW im Dmtt In HWZv oummowm swam jineysum 1 ITw e00AW. NOW shrwrgth IN &rep: 3) Motor Conned. vita 121312024 Yes Yet NA WA 2 ITW BCQAVrd Nine* Plate Meld Connector Prate 12f312024 Yee Yet NA QUA 3 IIYY BCGfAl wTwiee Metal Connector Phde 12/3112024 Yes Yes NA NM 4 ITW BCGAlpma View Mdal Canseta Pile 12'3112024 Y. Y. NA WA Florida Department of Business & Professiorial Regulation Pala 1 d2 Building Codes and Standards 921=1 Product Approval Application DeW an lowiftillinvotion au hate ming contact V ad lad go Widened e-wd Abba Af t-tion 2020 Alphs Aunendm. Inc. Joe$we WY R. Lofts Seven M. Urw. PE 111162020 1 V18M29. 1WGQ020 Approved Cafrgory: Panel Waft 1407) WO.2008 PE-S2314 (71T) 317.2454 Subcategory: Same a1phadrard-lo'0yaho ConVii &Uo* d) EVdueen Report tam o.owm pads ReglderodNdiNedr a Umsed Florida Praresdnel Erginsr cluallibrAssionanceMraadfrtlea Approved for Use lmmd palm - It�a $grrhd YadeL Wrhhrw War In-WJHZ i (>SBUI + Aphe NuNnum8dM 84np:VeNed AMmtnum Bost Alpha AJumbean 8Yld AYrp; VedM Atmtium 87/302023 No Yee No WA CMU Ramp; wood ww CMu Awry; Wood Floride Department of Business & Proiessionel Regul lion Page I tell Building Codes and standards 16=1 Product Approval Application Detail Ago 11111 test Oahu" an mm version mameactum Quills. Ydt lb" imam ado1bg LIGAMMA Agmnw Aga RaWsw 211" MI Wendtws Nod Doors B'dm Sheri r Amedan Ardmgsetural fill-M. Union. Pe 11122IM 1112=030 11R8=20 ApprNbd CMapay.v4ndm 0171310S300 MnulscWters Asseekean (717)3/T4404 VACANoo7. Flied beahgeni nWil.can Cerrpilonce, heethoic Crbfinsdn Ml or Listing . _ 91YWLAtaltaora AgOmM6rg[ga! 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QD O =3 L � CU -p .� UCD CD D. QUALM ASSOPANa = M O 0 O O CDL O tL duch Ibr ts& coO ca p > RW .� (D .� Q wed TAS ca Co a Along Auhn �"_ -a U) Q N N 6 r— CD U °' � > W �. to = Sd. R p a n 'CJ tV Vf p N 3; d: N � •� CJ N � E o a u 0 > O L O Q L U 2 mted by L ♦'J CC5 Q O L W� z J Z Q J SHEET NO. PA 1.3 2 C ExInior Ii'Vr�tit�`� _ .., n�gti ) � �'%. � F,1,'�,S ? �4 �} +C � Laadiug�e' i�BC, Z03��4 _ EacH'14d�as'fat' Windows and Doo"s"` daW 001I Sf1C >eg on Aped dos 4 ted 5. � �'d Caad CU CU > 0_ Z •ICI '' I�_I MIA ?4LAW-DAD>tCOUN,TY PRODUCT CONTROL SECTION DEPARTM W OF REGULATORY AND ECONOMIC RESOURCES (RER) l l W5 SW 26 Sure4,Room 208 BOARD AND CODE ADNMIST"TTON DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3 0-599 NOTICE OF ACCEPTANCE (NOA) w.vw.miamidtdejWWeeonomv Cast: Crete USA, LLC 63U County Road 379 Seffur> Florida 33584 SCOPE.. This NOA Is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM, This NOA shall not be valid alter the expiration date stated below. The Miami -Dade County Product Control Section (In Miami .Dade County) and/or the AW (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the fight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and :has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cost -Crete) 4", 6" & 12" High Strength Pttcast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, tided "Precast and Prestressed LinteI Details", slue 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", V & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Shall Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Marini -Dade County, Florida,, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy ofthis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available far inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-OU&I4 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. A &"i. NOA No. 204WO.15 Expiration Date: "A 14023 Approval Date: OWW2020 Page 1 Cast-Criete US - LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L By Afiami-Dade Cormty Department of Regulatory and Economic Resources MER). E, MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, prepared by Craig Parrino, P. E_, dated March 24, 2003 and Drawing No. LT4612, titled"Cast-Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P. E, dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, AE, on January 22, 20I R B, TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By ATami--Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. { my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 204".15 Expiration Date: 09/11/2023 Approval Date. 0&20/2020 E-4 Cast -Crete USA�LLC NOTICE OF ACCEPTANCE: EVIDENCE SUI3MITTEiI 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 4 prepared by Craig Parrino, P.E., dated Mauch 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4" 6",& 12"Lintel Safe Load Tables", sheets 1 through 3 of 3, ,prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #] dated April 2$ 2003 both drawings signed and sealed by Craig Perrino, P.F. B. TESTS 4 Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Willed Models, tmal of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by ChrlstopherA. FlamoA P.E. C. CALCULATIONS L Calculations for Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. a Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, A D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2 Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 0"320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Detaits", sheet 1 of 1, prepared by Craig Parrino, P.R. dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, lastrevisiondated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None: D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS I. None. pi J. d. Aekl LepTieliny A. Makar, P.E., M.S. Proffuct Control Section Supervisor NOA No. 20.0630.1S Expiration Date: 09/11t2023 Approval Date: 08t2011020 E-1 Cast -Crete U NOTICE OF ACCEPTANCE: EM-E-N- CE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C- CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Darde County Department of Regulatory and Economic Resources (RER); E. MATERIAL CERTIFICATIONS I_ None, F. OTHER 1. Compliance Letter with the Florida Building Code, 2017Editim; issued by Cast - Crete USA, Inc, dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., clued 0611112a signed & sealed by Craig Parrino, P.E Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/IVM3 Approval Date: '000/2020 E-5 Cast Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLG NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 124209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4611, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables ; sheets 1 through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P.E,., dated March 24, 2003, last prepared, signed and sealed by Craig Perrino, AZ, on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cost -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Perrino, P.T , signed and sealed by Craig Parrino, RE, 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. mi--D BY County Department of Regulatory and Economic Resources (RER). 1. By ldiami Dade County Department of Permitting, Environment, and Regulatory Affau s. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS t. None 1. None F OTHER F. OTHER 1. Letter froth Cast -Crete USA, Inc, dated 081191M4, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P. E, certifying compliance with the Florida Building Co*, 2010 Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-Ml.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 1"321.07 1. None. A. DRAWINGS B. TESTS 1_ Nonce. 1. None, R. TESTS 1. None. C. CALCULATIONS 1. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. Norte. 1. By Mwmi-Dade Cowq Department of Regulattvy and Economic Resources (Em. D. QUALITY ASSURANCE 1. By �ami-Dade County Department of Regulatory, and Economic Resources (RER). E. AID CERTIFICATIONS N None. 1.. Non E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc.., dated 0&'08117, signed & sealed by Craig Parrino, AR elmy A. Malcar, P.E., M.S. � y A. MaMr, P.E., M % Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.iS NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date; 09/ti1/2023 Approval Date: OS/20/2020 Approval Date: 09/20=0 E-2 E-3 -#^—'a CD W Cn N Cu 0 .�. U CD C:)- 0 .� O c ca�� .� U to C M 0 O to% U- CU -cn M -0 a)" O a.. 07 Q z z W J N rs N Go N c.� 0 i Cn Ca O CL CL Q May 27, 2022 SHEET NO. PA 1 A ILI ECO iNc_ TILLir T'EffriM & ENGINEERING COMMINY WATTM A. T7LW lit., F.E. Dltewtp}aol.ADm Yt PY.LNWa \4. MUO 9LCA fi.,meK BWHST/V PRODUCT EVALUATION REPORT REPORT NO.: 20-0128.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCTSU6-CATEGORY: Sturm Panels PRODUCT NAIVE: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. Global P 4600 S.W, 51 Street Davis, FloOda33314 1. PURPOSE OF EVALUATION; This is a Product Evaluation Report Issued by Walter A. 71111% Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20.3, Method 1 D of the Florida Department of Sualnest and Prohsstonat 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 of least equivalent to that required by the Cods. This Product Evaluation Report shall be subject to review and revision in case of a Bulkling Code change that may affect Its bmitadoms and conditions I EVIDENCE SUBMITTED: 2.1. PRODUCT EVALI AjI0NJXiLMDffjffr E. t Drawing No. 20-178, Utled "20 "CIE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 266 prepared by Tlteco, Inc.; signed and sealed by Water A. Tillit, Jr., P:E.; dated 07128/2020. This drawing is an integral part RVAIS Evaluation Report - R A. folio" p " NO.441 t37 6355 N.W. 36th Street, Suite 305, Miami, Florid& 33166 - Ithanc (305) 871-1530 rw"* PRQDUCT'SVAL TATTON a'PQXTN r. 20,I)IM1i1 2 22. TEST REPOITTS; Large missile Impact and fatigue load tests were performed under Protocols TAB 201, 203 as par section ION of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 98-669 dated OB/09/1996, #98.570 dated 09118/1996, #ti6-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P-F., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1996 and # 2128 dated 10/ 1 06/ 998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 20D9, signed and sealed by Edmundo Largaespoda, P.E. and Henry Haitem, P.E. Tensile last report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3 STRUC RIRAAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchorapacing vs. design wind bad and panel length based on rational and comparative analysis, and in accordance with section 1618 of the Florida Building Code. Calculations pnspared by Tilteeo, Inc., dated 11/03108 and 03/12i16, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPA= RESISTANCE: Large missile Impact under section 1028 of the Florida Building Code, as per TAS 201 Protocol. 4. ]O 0 LOADS RESISTANCE: 20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, 16,19, 26 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No. 20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10. 11, 14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), drawing No. 20.176. 5. INSTALL, TA .ION: Installation shall be performed strictly in accordance with details indicated on shoats 3 thru 7,10 thru 20, 23. 24 and 28 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8,14,16, 26 and 26 of 26, of Product Evaluation Document (P.E.D.L drawing No, 20.178. NN IINryNrq 7 . A' STATE OF {rkfl Nj0Mu GENER& O TE& 0.3) M CAS( THAT PECAST STOW, OR MEOW CONCIETE P09M STUCCO OR WOW WARDS K POLING ON THE OORWO WALL NCHM SMALL K ,OW ENOUGH TO REACH THE MAIN STRUCTURE KMID SUCH PAWLS. 1. Stow 14VEE. 91oIN oM TMs rRIODICT EW.WTx111 DOC1WDNr aG0-) HM ISM VERFI D FOR COMPLIANCE M AC400M OWL K AS MENTIONED 0 S.t) XC N S.2). ACCORDANCE WTII TIE 2020 (71n ED1t+OU) err TW FIDRIOA MAlOaNG I.) (C) wpmwooCON FOR A W1ND LOIIp6 9HHN1 K tETERMINED M PER SUCTION 16200E THE ABOVE MENTIONED COOL, FOR A WIND 3P[ED AB RFIOURED 6Y THE 4UUMIDCTDR METE THESE 11MVIIERS WILL K NSTALLED AND - ANCHORS, M MYWFACNRED eY LT.w: NSODI. INC. _ #14-10 PANUMATE FEMALE 10 AND PANELAIM PLUS ANCHOW Ali MWUFACIURCD BY ETIO CONSTRUCTION PRODUCTS FOR A ORBCTIOIIAUIY FJ47OR Rig-0.06 LOW ASCE 7-16 AND WWI Nor D OW THE NAtOAM (ASA) DESIGN PRESMOSE RATN65 INDICATED ON SM, 7 THRU 12. 14, ,S, 14, to a 20. - 1/1"1 U1G SCREWS RIR N.DS. _ T/16'1A . ON WOOD T NAX1G. AS OSTASUTED s» ALL PONT SCREW, BOLL' a SPELALIY W. IN ORM 10 VEMFY THE ABOVE CONDITION. ULTIMATE DESIGN MO LOADS 91110110010) PER ASCE 7-16 C.1) MINIMUM TIIBAOED PEETRATICN MITI WOOD OF TAPCON ANCHORS SHA1 K 1 1/2' AND 2• FOR ELCO PANO44T'E PWS SHALL K FIRST REDUCED TO "0. DESIGN WIND LOADS BY WLIKII ND THEM BY 06 IN ORDER ID AND PANELNLE FEMALE UL COIPME THESE W/ Wx. (,AS.0) DESIGN PRESSURE RATINGS town ON OEETS 7 TARN 12. $a, is, 1a 10 a 20, AF WERE NOT STRESSED. • 33i IIICMIISE N ALLOWABLE THIS I.OR NA 1SIS. c.2) ASSAUM Tmotm p PovotvION Or LAC scRDI, INTO THE WOOD FRAIE uw BALL BE 1/2'. Iq IHIEAOED PE7ETRATON MO STUCCO OWL K OOLLOGED M PART OF THE REQUIRED /1MEAbED P'EETMiHON. S CITSORDERF R Oft f SPACING STRESS FOR WalO L01O5 WAS (�, tSE.O M 1/10R ANALYSIS. FAITDIE6 SPACNG TO WOW NM4 KEN DETEOaWFD N t " SEEM USED ACCORDACE 0% RAS 2015. CJ) MINIMUM EDGE 014740I:E Or LAG SCREW$, INTO WOOD ONLL K M IDICAUD M THIS DOWNS; N ACCORDANCE SECTION 16JD OF PAWS ADEQUACY FOR RIPACT AND WIND RESISTANCENGINEERING HAS BEEN VDNC. THE A MINUN 96-ITH ABOVE MENTIONED a TEST INC. F 66-Se. a 0E-T30 AND EI#2126 C.4) WWAW PENETRATION OF NOW KOM SWILL. K AX. Ile 6-20 SCAM USED SMALL K 1 t/2' LONG MAIR M AS INC.,PER FID .D FEES710EIOM 113'fNG lA•B C.RF70R15 /2075 a �2175 . M PROTOCOLS TAS-201, TAS-202 Mq TM-203. 203 C S-20i, TAS S110ULD STUCCO plt4r. AND 1' MINIMUM MR WALLS WITH NO SRICCO. TA wru St AAIrAICIN TEST lAB OF SOUTH FLORIDA IMPORT /D219.0/-011, M PER tM 20% TAB 202 AND TAS 20 STMDAR05. CS) INCASE THAT PREGST STOIC OR PFECASI CONCRIDE PANGS, STUCCO OR WOOD SCAM E FOUND ON THE EXISTING 2 ALL AULNM•IM FX/RUSIONB TO K 6083-TTt ALLOY AND tEWEA (UNLESS OTHERWISE. NMI, SFf SNE[T 2 ORA. ANCHORS SMALL K LONG ENOUGH 10 REACH THE MW STRUCTURE MOO SUCH PANES ANCHCA4E STALL 6E AS MDItgWD M CA). CI) t C4) 3 ALL ALIININIIM SHEET METAL USED AT CLOSURES SHALL NAVE 3103-1,14 ALLOY. (0) ANCHORS SMALL K MSIALLEO FOLLOWING AL OF THE IECOMMiM011TgN5 AND SPECMTIOHS OF THE ANCHOR'S MANUFACTURER. A ALL SIML S11EFT METAL PAWLS 94ALL NAME SIR\MRMAL OWOTY STEEL. ASIM A -SW WADE 30 kWWAA 0-60 OALVANIrED STUD. DMIGNATIGI W/rY- 56.6 Ha (AFTER ROLLED). 6, PANELS MAY ALSO K 067MM "OAjONIALLT FOLLOUaD INSTALLATION DETAILS SHOWN ON SWnON 3 THROUGH to (STEERS 4 THROUGH 6) DSCEPT THAI HEADE16 m a 0 SHALL NOT K USED, S. ALL SCW[YR TO K STN,NL9 STEEL 304 OR 316 AIM YMCS OR CORROSION RES57W COATED CAMM STM M PFR 00 SOOTS w/ SO W MID STRRHGTH AND UO IW TENSILE SiAf3CM Al Viol COMPLY w/ FLOPoOA BUILDING CODE O IT SMALL K THE RESPOrAM IY OF THE CONTRACTOR 110 VER67 THE SOUNDNESS OF THE SIM CTUK WHERE SHUTTER IS TO K SECTION 241 .3.3.4, ATTACHED To INSURE PROPER 44CNW L TNRMS *O SHALLOMY K ATTACHED TO COMMIE. KCCN OR WOOD FRAM BULDOME. •. BOLTS TO K ASTM A-307 GALVTUW2ED STEEL OR AEI 304 SOWES STAINLESS SM_ WITH 36 MM MINIMUM YELD STRENGTH. TO EACH REGULM STORM PANEL RM tENlntls DYER 6'-e THROUGH 12'-4. M PEA SECTIONS 6. L To a to ANC ALTEmAnIo 5 EIW, 7 ANCHORS t0 WALL 3HMLL K M FDLUYS: 4W a low ON SHEETS A 6 a ,2 RESPgTAIELY: SHALL 4" A 1.EOBLE AND READILY VISIBLE AIMMM INSTRUCTING DINNER OR TENANT TO SECURE TMAIELS WITH APPLICABLE RDWORODAW CUTTING PERIODS Or HURRICANE WARNING (A) TO Extm G POUR® COMGE7E. It THE 64TXLATNON COMPACTOR IS TO SEAL/CAULK ALL SNOTIO! COYPONEM EDGE& R HICH REMAIN N COMTNUOUS CONTACT aTH - t/4'1 TAPCO/ ANCHORS M MAMIIFACTURkD BY I.T.W. BU RDETT. INC. (Min. Fo-3/112 .R) TW BUILDING TO PWVEW WUB/RMI ormia0N. - 1/4. 0 . 7/6' CHA-N ANC14 S. AS MIHi'ACTUIRED, Or DETNI.T INC. (MN. Yc-3000 ) - 1/4'0 . 3/4' SOUO-SEF ANCHORS. AS ObTbOUTED UT ALL PUNT SCREW, BOLT a SPECIALTY CC. It STORM PNICL URTALLA/pN SHALL COMPLY WITH SPECS INDICATED M THIS DRAIROG PLUS ANY BURRING NW ZONING WgULATgNS (Min. I*a 30M ppl) PROADED K THE AMWK:IHON 04ME PERMIT IS APPLIED TO. - f 14-10 ►AEIMM FEMME O a PARELMATE PLUS ANCHORS, M MANUFACTURED By MCO CO6RRLerION PRODUCTS. (MN. 1'-3350 P.I.) 13. (A) THIS PRODUCT EYN.WON AOoOIEM (PtA) PREPARED Br THIS L mom a GOOK AA DOES NOT P OM "W"T - 114.0 Cr TN -QW ANCHORS, AS MANUFACTURED BY TRI,-FAST CORPORATION (rc-3000 pY) FOR A SITE STAMM PftWCT: L.. WNEYE THE Sa CONDITIONS DMATE FROM THE P.E.D A. 1) MINIMUM EMKDKM a IAPCON AIIpDRS LAND UVOUKIED CONCRETE STALL K 1 3/4'; 2' FOR PANEUAOE FEMAE (6) CONTRACTOR TO K REWOME FOR THE SUECIIOR, PURCHASE AND 16LWATIOI INCLUDING LIFE SAFETY or THIS PRODUCT BASED ON THIS P#A MRO M HE/SHE DOES NOT OMMTE FROM TE CONO11OL6 DETAILED ON THIS DOCUMENT D AND PAMEAALTE PLUS AND 1 1/4' FOR CF TAP-CMP ACHORS. COUSTR CIM SAFM Ar ME a THE COMRACTGR'S RESPOWJOL W. A2) CAI -IN a SOUO_W ANCHOR& SHALL K EMBEDDED 7/V INTO THE POL"M CONCRETE No DWEONEM Rio (t) THIS PRODUCT EUALIKIM DMIENT WILL BE CONSKIiRED PNALIO IF NOoIFElo STUCCO SHALL K PERMITTED. 1/4. 0-20 SPEWS USED SHALL K 1 1/2' IOW MWUa/ "AD SRUOCO EXIST, RD I• MIMMIW FOR SALES WITH NO STUCCO. MD MAY BE WADED Sr1E115 Got ALL Tt4RCh= SC IVS W/O HEAD. (A) SITE SPMPIC PRaECIS SHALL E PWOMED Or A FLOgOA WAISTEWD DWNWER OR ARaREW WHICH WILL KWME TW OUT WITH WNG PRITS, ENONEER Or MOM (EGA) FOR THE PROJECT MD *10 WILL K M]PONSWIE FOR THE PROPER USE OF TW P.C.D. DWOR OF RECORD. ACTING M A OW"115D DOC"= TO THE A.3) N CASE THAT PRECAST STONE. PRECAST CONC M PASTA• PAVOM STUCCO OR WOOD 110MC6 K FOUND ON IHW P.E.O. ENGIKEA. SµA . SUBMIT TO THIS LATTER THE SITE SPECIFIC DRWAD& POR REVIEW. DISTNO WALL OR ROOK. ANCHORS 94MLL K LONG ENOUON TO TEACH THE MAIN STRUCTURE BEHRD SUCH PANEL ANCHORAGE SMALL K M MENTIONED IN A1) AND N A2). (0) THIS PEA, NO SHALL KM THE DAIS AND OMAL SM AND SIGNATURE OF THE PROFESSIONALEMG MMFER OF RECDID THAN PRPWED IT (a) TD 091011e TIeNCRETF Nye d wu t Mru C-SO: - 1/4' • TAIRXON ANCHORS )5 MWUFACt1RED K I. T. W. BU6DEX, INC. 14. SHUTTER MwUFAC,VRER S IABrt SHALL K LOCATED ON A READILY NSBtE LOCATION AT sORM - t/4' 1 > 7/a• CAX-M ANCHORS. AB AIAARN•ACTRED K DEWALT SIC (M. ro-150) P•a.H) PANEL S"VrIM N ACCORDANCE WON SECTION 170a./.3 Or FIAMW BUILDING CODE. ONE Uffi SHALL K PACED FOR EVERY CPO". LABQIC TO COMPLY WIN SECTION 1701.9.2 OF THE - 1/4-0 R 3/4• SLED -SET MCHMS. M DSEMB M Ur AL PONT SCREW, BOLT a SPECALTY Co,. FLORIDA BUA,Tw1O COLS. (MN. rc.le60 P.4.V•) - /aM10 IE FEMME AND PAKLWTE PLUS ANCHORS. M WNUFAt7UKD By ELeO CONSTRUCTION j 0161NWD SMALL ONLY K USED TO �l TS (MN, ( DBENN PEMIIS N THE STATE OF R016DL PRODUCTS (MIN.. r..mn p,X) , - 1/4•0 OF TAP -GRIP ANCHORS. AS MANUFACTURED BY TW-FAST COKPONLTGX ••�;�•R A. •vC ... `4/T &T) UNWUA E.MBCDMW OF IAPCON M04OPM ELCO PANIELAINTee AND a TAP -GRIP ANCHOR. INTO THE ": F mRm BUKD= CODE NI h voice Nurrleo RD" vm STALL K 1 1/4'. ' _ .'AIM 0.16C0 rl0 20 GABE r.uvAMUO StEF1 SwDI1M PAlal az) cut -IN a 6OlD-SET maws SHALL K EBEWED 7/r WID THE CONCRETE Bow UST. to I 1B7 INTO STUCCO SHALL K PEIRNTMD t/4' 1-W SCREWS M 9MLL K 1 1/2- LONG M " LOBAL PRDTECTION BaFHMM M.FM 6 OWM "IV. #40 1' MINIMUM FOR WALLS WITH NO STUCCO. '4. KTI - Il� ^- I I i 1 1 1 kt eoRdER- ! - • CONICAM BUICnREQUIRED 1 t PIT "CDwn V ssw-- '- x a O e- "M1HrA6 IAEn q W" MONN SOME 3/•-1; INTO EXISTING COMORM ANam6 BLO K STRUCTURESou IEEAb,DE ems • rNWAN 10 POURED COMMM OR CONCRETE Msls •iHNewN°M _. )i ; G. (EezE°""'BOwRc�NO a 4 caciETE IM4D' 4 TMG POIS[0 1•�1 ems, tHIDHWY n I' I M'n- •.r. 1 1/p' t• r^•- 7 4 1 ' 3 , ED. ' i SIT I ell. I EJ. ! ' A A0 TR M j ^/� uiW I A, i y`°' ( V V IHOA ONA 7M� `aWH " O 1 ' ` l6 art _-L� 1 ' ` ' m� roc• 1 ..\ i 7 14KH •� • i r cn. camcEUMSTam SAW j .: V f %Mae,E on RETEe01tinac AWWED-CONCRM el A0.iaTEEANNGSR , L•-- £D. --� pA Al �� i---a CONCRETEANWO1S \`^ '� caullEr[ -`W��J RB e W rl� �. am6 a MI10U0YK 0) \ 4„Lv Ms=:.) \• uU. • sCAIE 1 9L'LE 3/M, AITMATE Jim W Hamm ING 90ME t j -�. 71-67 � I i t � E.D. • ®fr DIBDIEICE (SEE seNEpuLE a4 sraEEs e e 6) dj� i t-•• ' 1 • , iI trill PER. r:TBwrMILtlaM K aCTN1HLC• 04R 11 tX CC• r a-rywl TOP 6 BOTTOOM MOUNTNOS CAN K ;FALLATIoAi ANT wAr TO SUD IdA1 _ AxnaNm s. Ea 1ME16 a THNROMNWt D E 3 16. MATERIAL CHARACTERi3 M-Ml) SPECIFICATIONS: Shan be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 20. of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on shaft T. 7 and 21 of 28, of Product Evaluation Document (P.E,D;), drawing No. 20.176. 7. LIMITATIONS AND CONWTIONS OF USE: 7.1. Shen be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes rf i thru 4 and 11 thru 16, Indicated` on sheet 21 of 26 of Product Evaluation Document (P.E.0.), drawing No. 20.176 prepared by Tikeco, Inc. and signed and sealed by Walter A. TYIit, Jr., P.E. 7.2. Product may beinstalled within HIGH VELOCITY HURRICANE ZONES as deflned on section 1020.2 of the Fk)rids Building Cade. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tlinf, Jr., P.E. (Florida License No. 44167'); President of Tiltsco, Inc. (Florida CA-Otm8719). AMEAITNIMTFNRA _ - .44187 STATE' OF ORTO 1NEIIBMNTTA YMhTILL DA TILTECO ADMON RECORpe T F. E. REPORT.201 GLOBAL PROTECTION PRODUCT'S, LLC % GAGE .GWYANEMD STEEL STORMPNIEUO)nYQilEGt7,plREPORT930•Q12B.01 1 L ECO mc. TILLR TESTING Q ENGINEERING COMPANY WAtURA. Ter t rr, rig., F.& ":rle�6 -4-407 PRODUCT EVALUATION REPORT I7.1 F. Tin NG.0 ML6T YLI:.A. Liw4,.3I..7BSM?l9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protiction Products, LLC 43M S-W, 51 Street Davis, Florida =14 1. PURPOSE OF EVALU ION: This is a Product Evaluation Report issued by Walter A. 71111% Jr., P.E. (System ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 10 of the Florida Department of Business and Professlonal Regulation. This product is being Issued an Evaluation Report as described heroin, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to thet required by the Code. This Product Evaluation Report shall be sood to review and revision in case of a BuIldift Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED? LI, PRODUCT DOCUMENT (P.LD.): Drawing No.20.113, tibed'24 GAGE GALVANIZED STEEL STORM PANEL", shears 1 thru 18 of 18 prepared by Titteoo, Inc_ signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an into ��t+p�lft� Is Evaluation Report. N4,4�, ,,, ,.,�L/p r - P'_4�CENSF :' X 167 = - i- A��' 6-355 N.W. 36th Street, Suite 305, Mi&WL Florida 33166 - Pbo we: (305) 871. COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS (seta I/z=t7 T&IW (TOM TROTH)-- VIM- 1/4'--- -•� •�0• l t r1.3IS0•-, I .SOD° 1 i � •.tr^t]60'--ram` osE 'Iwo To= 1.K0'— II.asr 0.03•' 1M4 Twat A , ' 1 I DRAW w 1 GUM*= om EDGE � / l I tow 0-0 GAY. VICE 2. .2JQ�'`?• Y_ � TYP. AM Area 2. IYP. ` OMOE So won" KTAL Ay ' ��E� -� OLTAI AJT � tgM A as 0-0 rXY. can. A �i' , yB L-q,3iip•------•--1.2W 1. t.380' © STORN PANEL (B END STORY PAWL 4 - 3r t.2S0' 2.197N'E_ _p, FWKLS QIO L/• - t �.250• .1OD' .�'� .125' -, .750'r t/O,i1F14 1/41H-US. •��' R/ MDaED aOOC;-• -) I .too' L L , f 314 �= _ R.O•YF f 1 •W Aw I.aE1ED i.& END IUSnFA '' 7S0• TD MIiEOEy - _ _ Tit 11r 3.37Y 00.Y' .OUS' .6U3' 2..iF5. 2.000' /.500' ! 1.SG0• .W6• t v�Yt } �.ra'azo� 2.,' -003• & D 3T31 l _. °Q"` ' r __--( qr • . re a 379 e• s i „a• I - �..._ _) � feu L -�2D•\ '_-. _.__.__---6• Ma•.-_. _! '�-/.SQO'-...: Li,Epp- ISOMETRIC YIEW DETAIL A RROUTIOU CORWIN a DM Or MNEL'S END UP w/ TIte�M11E0 EDGE. LO •h• READER 0 •I!• ItE•�R O ,i ® ANGLE WITN STUD ANGLE WN REVERSIE STUD In GET. 1 N 1/14 a U14 Dr, tOP WAS: .r .OBE' 374° .GEE• 7E0' �F' +-'t A .16r-•h ,-- -- .lent 3t0' Y-R-W 3a SUM l 3& +-4417't.063' e28' .37e'ARM To OC I lac HHOIE roll ;`y—i �� ws• �. 1.oi6' I iwE. RTLO,"a%NAr Jar 1 l0eo' E l 1 . Nw .tea T.000' O I�HOI.E WASHER zWr : +1 --alit © RFR TRACK ANGLE � SO! aF. TIAM t"iJ 1E'i.AT KAM &D36' (MI.) J '-Dl4' yM !STUD tr ion OAULtIIrfD 47E1D, 1 —..... _....1 i .3TIY . � J75 Door-, ,1 I -MC C Mc1El .tz6.J �`Tm ALUMI^ Y. UR Wool NAB w/OUT V 7 xmm I •/ ADDITIONAL cam. 61 NaDtu PLATm 6TD03 344 n; rt 376'� i No. 441 PANEL 6orrPW lSEY.tig6E �'� 001111 1 dL.PAtlEL c�s /0�1 CODE __pYt••MEOR POOL W IEMLI 06 00M0„m AHD,g1e �,' 4• T TrAw rl�c �•14, ..F LUE �ryeri ara3 e c rwtai .:r{�as tia'el...ir,rtsE NFRMYH ►LUB EI Of 1N�.II WT I •afDK 0M fIR7 a a q O�W[e lMw•aHo• •) 1•' �-, "" :'°/Yt No �1 + I 1 , 3 1 .era Dorn D POtRF�. 1 ---i t TrHn�R WLW51 rI i 0 BLODHI � ..� -1-- HIM IT i CASE • IPWI] p %V~ A _ &GEE-3s - W � � 1 eASE a rPun1 1 'M' i -y r sCAE 3/Is-1- YSENRN or IfL - - - — - �R 1 i .. L�atatNel Hofa'Wi.TAe Intere W.40 oWr•MMN 1 1 j ro a1AWL (.� H r M Aa► V wwF1�. g ,N,,. 1■ ,.H.., vt I I ! t r I I AHI. w' DOMe MWAD to.0011001111. - 11V o'•a•iRY I i CASE C tPLAN) raouna*ADO 1 Comm PO+RtLA_ �' b4 1 eau Spew CAE 0 (PUNT auF-M an Jim OF u . FDA" To NO CONOa1L AIIGORS `1• ,M �\ �, �•pP• PUS NS OUP-OITP - - - pR aaAmws a s a nMouaHos MOTE • • •) IAN E 3/6AI SGLE 3 1 AWL 6.eAi'WraNW4111110- ,. • • NEW I' WIDE . MIRES : //a' EO, . EDGE owowm WaiL MAR. W T ICX NAM rm on i• a (SEE SCHEDULE ON I -O O1Q GSE F rP1ANi DOSIM rND=/ P.T. WOW PLATE SPICIP -.�'- SHEM e a 0) WAA 3v/ ' % • Nil 1' WIDE . WHINES . I/W % 1 AURA 19M OR 1' . VARIES ' P 1 I, T TRAO( *Ace j pTOP & o BOTTOM yMOLWTRM SUIT K u rim SCE MCHITILUO N + IN37ALtA710N. 9rA4E f M1 "' • • I • eTM •iunuw°N s)� `, j Gerd. p A: Tf e 1 C- , f t'WH �1NR E �•• • ••• nARIDA BUADWO CODE Y Hurdowe aWWm p 1 1�i• w oDii euxae eer a Wig T +ww ante it?" Sc 29 EASE 6ALWAINZED STEEL SrORM PANEL F' °�RWT 3 Ma. 1EDIIWED. Tien Nmrr. 44167 OWN SECTION X_X # * T� erryA SCALE:3ni/DETAIL IFOR 11 L 1 E C 8 r ro. GLOBAL PROTECTION PRODUCiSH i LC. 6, OE:r : • RIG► _ • "S SLL; ` ►�' N�NWN,A �aPw aWNe 6Rer. w TFM 0 20- 'r -_ _ TeANWF-7aF�L FM Pa4)aM••IHO 2 Large misslle impact toad tests were performed under SSTD 12.99 standard as Per section 1809.1.2 of the Florida Building Code. Uniform static ioads as per Section 1709.8.3, per N0.STM E-330. Test reports prepared by American Testing Lab ofSouth Florida, Report#0814.01-01 dated OW11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P,E, and Henry Hattem, P.E, and Report No, 0219.01-09, datod February 25, 2009, signed and sealed by Edmundo Larguespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic toadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated Novamber 23, 2010. signed and sealed by Juno E. Gonzalez, P.E. Tensile test report No. SCM-198 by OC ietallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as,perASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed and sealed by Jerry Awiofano, P.E. as per ASTM E-8. 2.3.ST GrMLEE NGINEUMNSC LCLtL MNS: On 24 Gage Galvanized Stoat St rm Panel for maximum parcel length vs. design wind load, as well as maximum anchorspacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1804 of the Florida Building Code. Calculations prepared by Tllteco, inc., dated 12116/10 and 08/27/13 (for this revision), signed and sealed by Walter A. '"Ilt, Jr., P.E. 3. MWILE IMPACT RESISTANCE: Large missrlto impact underaedon 1609.1.2 of the Florida Building Code, as per SSTD 12,99 Standard and TAS 201, 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind Pressures, Maximum panel length shall be as indicated on shoats 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9,1% 11,1$ that 16 and 18 of 16, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been Yertflod for cede compliance to work as a non -porous otorm shuitsr assembly, as per SSTD 1249 Standard. 3 Installatian shall be performed strictly in accordance with details indicated on sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shalt be as indicated on sheets 3. 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.171L II.AATERML CHARAClMUM 1Cs AND SPEGIPICATIONS• Shall be strictly in accordance with. General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D,), drawing No, 20-175. Anchor speciflcatlons *hall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D..), drawing No. 20-175. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 Tof 18 of Product Evaluation Document (P,E.D.), drawing No. 20.175 Prepared by Tilteeco. Inc. and Waned and sealed by Walter A. THIN, Jr., P.E. 7.2. Product shall not be instaIled within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Budding Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood fiance stntcturea. Product Evaluation Report prepared by WollarA. IMIR, Jr., P.E, (Florida License No. 4416n President of Ttltaoo, Inc. (Florida CA-00OW19). wane D_t TiLTJr= pJAON REC.OROQ 1?, E. REPCRT.2C GALvaNUM srEEL STORM PANEL LDRWGA20-1761 1/4. 2/4, 3/4. 4/4. 5/5. 7/S, 1W/10. 2W/10, 3W/10. 4W/10, s/s SW/10. OW/11 a 7W/t t 3• Wit pICM01R` IOR CONCRETE SU SM VON ON SHEM e a e r Wx rt' RAN FOR 1Annal BEE SICTION1 ON SIIM 10 a 11 -r1' AN._ t) 0 0 D.M.,0. (5). -r--.--- 777-T-,f-_- 6w/ A� all: S AS APPLLCM.Q -A _1-u 0, 4 6 Irwx 1/4, 2/4,4 3/4. 4/4, S/S, 7/b, a- tw/io. ZW/to, 3W/10, 4w/10. 1 M" Sw/10. 8W/11 t 7w/11 6/5 ANCHORS: FOR CIONCRM SEE SC EDIA.E ON SHEER a a e ------ - FOR WOOD SEE SCT 6 ON SIEflS 10 a IT --- REGULAR STORM PANELS III A & ELEVATION N.T.S. 2J7' 1/4' Mal. W ,r a•4 Dow .1 *w WILY) -IF //4' INSTALLATK IN DETAILS FOR REGULAR PANELS dt 1Ca INTO EXISTING POURED CONCREDETE OR CONCRETE BLOCKpgS�ETpRUCTURES CONCRETE � PLOCL OR CONORM BOCRloom" #swim -3R WNd [ 'EBLOCR s6IEDMRE ant lr,.Dn&�. aeEw *we) i� I � I Ita aRH oA i , It I M i II/4Y-MD,1• , 1 Nc ILI •.AOH 'I �WNE Ail • Ma --1 t( NWWA►. g jomxw i 1 L i' ill W 1 1 box j FV I 1 MAXa VAX G i'ine •Mf T . L 7 .coo• I � IT � IIREm1RE OI MEET h _BmEEoaGETE e Wrs11WDo IIaeR OMNI 3 r I i SS. BOLT C NUT .u// 0.0 GAGER AMGIOIIS imm 9) '_�YTm�C — a DWw'�� R3AE 3/W., F.D.. EDGE DOOM HML F'OR COmMlAtldA OC eeY••L.L.c• (SEE ScHEOULE ON TOP a BOTTOM MOUNTINGS CAN K SHEET 9) COMMM IN AF•F WAX TO SUIT ANY 6JSTAELATION. cGNNORE MDeHB �7WIISa�m i. ._.�EtT •f 'IFARL OR _..�CRTECO"6tDa�Y G KAIaaED I is ,.._ I I i I r T ri ,- A rT T; . 11 I I I III .H i_T_i Tr I I I TX I 1 1 , r� r MLA. -- FORTTIMESOCscHIEVULE ON _AR2HD6 womoomOW SM ON t �T i i IBM" STOW BCALF l 1/4• MAIL am I _I Poo gNRM : MHDE IRLEEII t/4• Wx. AW Ifil �����.� SCALE 3/3r-, N � N Cu > O� 0 U W O 0 c .� ca-0CL U ., to N C N � 0 0 U 0 CU � •L N -0 t` 0 - 0 CO LL �0 CU > M Cn -0 a) � E 0 CU 0 0 .= (n Q Q Z Z W J N � w F- i LLM C r_ GA A CC . •p � 9•C to f0 CP b t..0.0 N . °..M. W � ..= ,W JW c� ee 4Ae 2 _� CIO CL CL U CU 0 OL— V '�'^ V, ICU LLJ Q Z Z Q J tZ SHEET NO. SH 1.0. J. I V ._. :).1L1 & .1L I. a .LLarJ.1,il,._.r.: _I;_ . ._1. I. . ! J , _ ; 1�� _.�a,a:..IiwN1 L 31: .. - JL41Li L_-.._,._. lM►iiu. Viurl6mi aKi taMeM'vi•. 1' 3 /�- it WALL AND FLOOR �i. MOUNTING SPLIT PANELS INSTALLATION FOR e/ i- p�prt.�s-�r7 1..__h ��• ��Yde•tir.r r ,. S R1P',v f AON10 � �,• �'" 14F It•�e6N4w LA1o1 MY L/ I Y'M41Iwt.11►1a •/ 1M06t ,• ,. � �M 1EMWpm N• C 1• tiao La•t MID AN, ENO, - - AN, Lsm am 4AIAT SAYE: 1 ♦ 1' IaC•VAIL I Jf�1 4 1 i4rw�el••vi• M�aMa s o. tt soiml►, [ N we imam PMEL -Tlar4a IMae t�4 2t1A aNHIwLc v � la �N410 W N L M2Y eruenl M e 1 •tmf l•D X 1aa; ✓__MOM NOMM • 1. 3, . . OW 4 Maa. MUOtON IVAN (F0 • REOumm Mn TIME MULUON - 4 .•-r Y . Y . 1/r >• 4•-r TO V-r 2' . 4'. try- TD r-Ir a r-10• To 6'-r 2' . a' . 1/11' « .66,.M T MIND it0II mom SECTION 1 pR 6ptfpY iCAIE a/y61�yp IIOrtE IME PME,�OPFMw vw it% TWE70P "Ams ON lop 6D110BE TOP sm"■WNOTICIM OFOPEMNG. NaSTAt1AT1D11 _ ALTENATIVE 1 W 9CALL• 1/4• - 1' WALL W0LWTlW RISTALLATIDM - /U_TERMATIVE 2W lEttR� 1. INSTALLATIONS ARE ONLY VAUD FOR 9"N(S WITH A.S.D. DESIGN LOADS UP TO +55.5, -72A "J. AND PANEL'S LENGTH UP TO W-B•, L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PONE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL ROM MOUNTINGS CAN BE IN ANY WAY TO SUIT ANY Irrar■■I■ �rlr�r■rnerNia�� I\ I r.Ewl■ t n Wort MdRtiNED YTA" a1LOR IxKKrm DIBTALIAM - LLTElMATMAE aw WSTALLATIOM _ ALT[AMATIVE 0 (SEC" AT TOP S LWTED TO +00.4-e7.0 MAX, Be". Ile I• A.S.D. DESIGN PRESSURE WLTI14) N�•1,MTp/l♦SOME: I/4' - 1' HOOD , 1 rr Mae a4N1 A+e+.u4o IL a•�ar r... "Eo Da1ar rb 11WALLAIM - SECTION 4!W WALL Ile - 1- FLORIDA V"NG CODE O6ah V•IMHY HurrIm" Z Commit N ICIM CONOIE/it ANCHM --�\ an 3Ita/ AHM"a� on TM MR cmww EL�LICNON 61 71o'EEli6 It J POURED CONCRETE ` J �N w 1/4 2/4. W4 3/4 at 4/4 1, 2 t IW/15 sw Ma T-- I � I 9 1{ I OID HIED (RADBOR (om3m Pen) (AND/OR me Pwn) III �IAMOOM 1NDY.ATOEMDYI TIT am NIT '/ ryp/ f WI&W 7EYM : %T ac. 1 ) 1�iwr/MRp/lrE Yt , .'M110•/YSY12pROE1RR� t ,/0' MRO,t. LL(( TO 12 1/Y O,C. x LeE bEi 1/14) 14 p> m I.00DIOM 2/1•) 1O0U101 0 out""1/14 taAeaDm OCINOWN7EBLOCK i WMA `mum r r i I /4 7/4 26/4. 3/4 a V4 i 1. 21 t N P5 T, Z t TW/15 f _J ON lFEE WSWIT V PN6i L- O.al I M�[//Ny'0�� �U•FE� __..._MIT..` IRWAM wNal W/PANELS._ _ y. s7 LIEE/ANEL NOTE I" _-..-_.-.. -----EmEE-- W/0 RECWAR TRACKS (EF NOR 1 0 t Amom ?�,!,/ /L , .� , ,. .�f „� ` liE 9Mm ETO BE Pe, DPpND SMASH a •, IItQT lq PMgED Calcom tYl� EE TO An E PROAA R/ REM IN/IOIE 1t6TMW(OK OaIL tIfD11AIE0 L•11CAfl[ AACIIMIt "•-; % INAAK 9 OI RNIOJ C ggYW00E or VIVOCIURL amm ,.):. ELEVATION MALL AND FLOOR MOUNnNG WSTA LAS'M SO" 3/32•-,• -• SECTION 1 SALE: 3/5• - 1• - SECTIOII 2 SCALE: 3/r - 1• - r,,.• Kaw IN. I FE)713 ON Lss e.REr• I:TxiaA p 1 a.e12u p,� +A,I"Y • ve M.1 . - sw ; 1. In SAM STORM PANE. CAN BE LOOMED AS AN END PANEL (FVW OR LAST PANEL)ON 1 AS AN INTERIOR PANEL WN PANEL LMATION III BEPAVEN PANELS). u1 _ IAOatHON 2E wE 1) LIFE SWrTY PANES VAY OR MhY NOT NINEDNVALLM AOV=NT TOO REGULAR PANELS SEEMR D�M)L6 (W/ OR W/O REGULAR TRACKS.) 2. M SAFEIT PANEL CONSISTS OF GLOW 9AWAKaEO Sim STORM PANEL AS SECTION 8-8 PER 1bMPOtIof . SHEET 2 OF ORAWNIC. SCALE 3/32'-1' THIS PAAEL RSW To BE R V.0 OR ASIALLED MOM THE MCIMi OF STRUCTURE. J. LSE TARTY REOUREIi TOP TRUCK TO E COMPONENT t BOTTOM TRACK TO m As PEA SIIEEf 2 of tH6 DMW1Nc. cauPOHiTIE� E WSTALtaD RMLL aft nAOR LIDMNrED EDunW1Nc sE0T10Ns , t p TI S� �! �:'•CEN3lr 2 OM T165 AS WELL AS OETA15 1 ! 2 ON SLEET /4. �i .� FLORIDA BUILDING CODE M Valoet Nu Cans Z;om 4_ ,NHL LENGTH FOR COIIPONBNt®6 tS•. Mat. ATCNOR SMCNO FOR Ct>�fEM 0ANCtIORAGE AT BOTTOM 6 OMEN ON = L ) LLD• * 4040, IILNM PC 20 GIBE GALVANIZED STEEL STORM PANEL • Fp W.COMPONENTSCHWULES RFAIOIMML * : •NC MATPERMANENT OR BE A SEE 1ETMLS FOR R6MLLATIDN «To WOOD NAME BUILDINGS ON SHEET IS E OYA GLOBAL MTECTW PRODUCTs, uR'r. RI 1. • n •6Hw SEE SHEET 4 FOR MAL APPLICABLE 10 THE NMESS" MR THE INSTALLATION OFRoo AT TW1GL5 M4$TALLEO ADJACENT AND BEYOND 10 STUCCO/WOOC MHOS. Is Hp� •11 Taw r IIL+twr A LAN• .r.P , m-N1e. ti , w•i°w�-w+ "NOW 0")Te 6 FFAM 054)WEa3 20-176 SPACERS rL=/I MIRRMLIIJIDE aAt.1� - LY A,, tilti•E W.Y r M1MRo w- MAXIMUM A.S.D. DESIGN PRESSURE RATING -r.t ) AND CORRESPONI'XNG MAXIMUM PANEL. LENGTH 00 SCHEDULE pLWy1IpBMIN Asa 11®10 Ya IDNIA/ (lL1OM[) oPeo 1D t u0p- 01g OOICt10N W ra%,, am TIES +E,t -72.0 r-r ON ,E1! 2 1N• UNWED I ym 6 t 7 N6A -no aY-e' To r-r a- 2 We UNBOLTED I TOM I a 7 "I". -72A W_r TO 111-2' Art 2 111• • � • I," -an IY-4. OR Los 3 try• � ' �01a71APS a I ! ,O • SWW •/ 1/41-71s7• u 91 • WOW 41 MW 6 04E1404 a aML A•lE CWV OUR PYnSCt7! fe ME#LLAAA6 AS PEN 9=06111 1 TWOU 7. ON SHEETS 4 ! SI MOO" ASD, OEMArLDl1 11aTNe (N41.)ACK MGM& soma sproa M PA. - a try' -' APPLICABLE to IN a comwpipmom ANY OF wwr Awa �M 1' PL) CF up-owalA-61 wwrt MDt Fe2 o wnwR wssmmw m OarADE Il 10 CONCIOE 10 0NETS m OOEIXIM 0.1 -rROSU[ TO CONCOM TO OMaltl [ TO CONCRETE t � r WA WA WA e• WA • N41 A WA t (TOP) r r WA N/A or r r r r r , 1• WA WA WA r N/A e' N/A r WA 2 ) r WA N/A WA r N/A r WA r WA 2 AaIOO -W" 72.0 r WA Ww I WA a, 4/4 r M/A r WA a ! 4 (TO►) Y-6' a tNm am U33 r r WALOWIA r r r r r r a Fe4n4r)WA r WA rM/A a' W/A 7WA r r r e12 111•to try' a 1/4' a f/4• • 1/.' • 1/r a Try• a � BO 04116 14 t II Fee AMMON AR t WACAW MR McMLLAOOL AND 1000 NMI[ atOela ON" 400 whom AN moom a m e6MNE ARem I EDDON THIS 1MmOL Am I & Lug 11rr 4alON . all mobs E 1Ida im" IADW Or MA7P117114 /TACK 14101I1 as INNON" 4r Rt /01Da•e RIOm /OR AIR v5N ION A IF PM" Nm10m aAMae OEMIm two WITIN M wills" eMoO M•Dllo I" BMW ANC110a TVE a A1r+eRt L2ElO, 01YL ACT E In, UM �� 7Mt Thy 1/4y _ 1/1� 1/4'Y 1/4'Y VA•R 1•Do v eN�A W-0 Ios41M e• Noma Bool4 w 3 I 3 3 2112 3 ••LLr,"u 4r•1 py 'I I a a 3 a y N.t1.1 w�ur aaa 0.) b I WI 1 3 • 11,* Aar/ as IBM IW1I� 1lalrl +1 m s 7, m 40 r rm +m +m a al - tm lm tm E //1' LA . 6/r L41n ealx uTM•+• } IWI Mom10 ro a • To T/4' O.O ION 1aYDTMO M• m r-a' Ye. 0z no r.- Iowan OR `*Mw A isuon MKS D of NaEllral tws • U Try• a a aMH 1 1/Y IM 73fADm PDIERaION AT a OP 0D MAT[ fM ALL IBeUNIT"UNI 10 r- ALL Lr m r-r NCO SAYE 3/M+' 11. WWAL AT10NS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -710 PSF AND PANEL'S LENGTH UP TO 6'-r. 2. FOR NEW WOOD FLUME CONSTRUCTION: WOOD MEMBERS TO BE SOUMERN PINE NO. 2, W/ SPECM DENSITY OF 0.55 OR EQUAL TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY 71D SUIT ANY INSTALLATION. L • L 0 '� _ • r, it �.Y • ua�.a �� I11,, ;� . / n,� � I ©• yll� � Ill j 1a7. _ 11t la;l, .Ili B( Nth.. III ./1 • ]• $I= • EVER (12 t/2- 01l TO HOLD PIPE 6/r ARM, `OtlE 0 3' MIL (CORE R) I h•L: i4 • I t . •,. I WIN] IN . '1 _ L•). .l •. •nl ; it • II«' >tl �••. 1 ..•il ; � Y A & AEeaAE /1MO1 a MAP OWN MEWL IMPOSE 0 MCWW NIE 0KILICANUt t toDow at> RCII TAN MaRINN PNEL ,A710M 1.• OLmom to CONCRETE r TO 10 Com,= ID Op) 10 rna, SS,O. -72.0 r WA N/A N/A 6• WA Or WA r N/A 1! 2 ) W_.O` OR LETS 1• 7• 9' 9• 9• 1• a• r I. I (BOTTCMI) 466A -72.0 r WA N/A WA r WA 6• N/A 1 a 2 (TOP) •-r t0 T-6• 1. s• r a, 9' 7 t/2• 9• 9' t• 9' t (BORIOM) 435,0 -TLC 6 N/A WA WA r WA 6• WA r WA 1 a 21 TOP) 7'-e• TO r-B' a' 4• r rr 6• e• 6' r e' , (OOTT7 OEMABA ►REMIT I BN• • a/r Tw /w 1tP r AIOIQ IRE r (3aa • 3• II. INIM air v ANRQ I LEN61H 1' (R_ TAPOOM -iM or THEM .2 -61,5 3• 3' 4 1/2' ♦ 1/2' 2 (BOTTOM) r-r OR LESS +52.5 -46.O 3' 1 3. 4' 4' 2 (BOTTOM) r-6- OR 119E +5" _?u 2 I/2• 2 1/2' 1 3 1/2" 2 (BOTTOM) r-r OR LESS +55A -72.0 2 ,/2' 2 1/2- N/A MIA 2 (BOTTOM) r-6' TO B'-W 455.0 -72.0 N/A M/A r I r 2 (surram) 7'-r TO r-a' ALTERNATE ATE LOCATON AT END PANEL 0 �R N2W�N 1 6.1J � �p�� 01E f6SNa0 rMMM fvwvloN S •AE Ara C•OIN011 .4aa -11D r-r a CON' !A•aK w ea2Y 1a FOR ANCfOM EVE t MMOND POI Aed1316016 N10 no mAt U=M6 UN" now WNICNaa Me MAIN Imt eemm AQ POWER ON %a 90I10M L to L0. LESS "" M"= ON smm u nwm MOOR MAKING or WPLANO ERMmal *1" ON Imm" 1r Ut IOUalee RIC"m FOR 71E Cnomell I m E 1+0.9NE IED = SIMPIC NOWNE, tr mmR ova "m E LW MAR IA.Mm ePMJe I10RaeED FOR IV" ANOeII "m Ar mm a umn MOBO ITT 1/4y 1/4'P _ i/4y 1/rR t/4y Wm1 O71Pav OIIN-41 MI "mom M116e 04 3 I a a :Try •Nae41Y OIJ 3 3 3 a 3 w1•N w 1d 3 3 3 /n 3 1n NYr2L W. NArE AIOIE t I .14 JA E-3 ,..�-_. NAUD ONLY FOR PANEISCI]a too** mm AS PEA fEC11oNs I rim Ia. ON offm 41 6 a 6) 1woM M AHD. Dtaell MDar.l AMMM 1NGM6 LOLL 1.0. - 3 try• " 9EL= e! LOORA awn VPCON CF MAP -Svc GNK-W ,aYt1AY1tE aEA1AtE D PA/BMAR PIUa fOe !Ei rESW+E MAIs (,..3.) ro C1aNME1E m BLOCK ro DOIICR6TL m COMMW BLOCK ro COrHGtfE ro 0a TO CONCRETE 10 o� ro CONCRETE m t m oOIOER 70 t:olHNatt[ ANr DDIHBNeION or 7101 LOOM t' PL) 6' N/A WA N/A 6. N/A 6' N/A r N/A N/A N/A 1 (TOP) 6' I. WA N/A 6' IN, 6' 6• 6• r N/A N/A 1 (BOTTOM) 6' N/A WA N/A 6' N/A r N/A r N/A N/A WA 2 (TOP) IN. WA N/A N/A r WA 5• N/A 1 5- N/A I M/A N/A 2 (BOTTOM) SS.S -72.0 6' N/A N/A N/A 6• N/A Or N/A 1• N/A WA WA 3 a 4 (TOP) 11'-5- TO r-r Olt IFS 6. 4• N/A N/A r r r 8' B' 6• N/A N/A 3 (BOTTOM) 6• N/A WA N/A r WA r NIA r N/A WA N/A 7 (TOP) r 4' WA N/A 1' 6' 6• 61 6• 6' WA N/A ♦ a 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4• 12 1/2- 0 1/4• 6 1/4' 6 1/4• 6 1/4' 1 6 1/4• N/A WA 5 (TOP/BOTTOM) 00.0. -53A N/A N/A 12 1/2' 1 6 1/4' 12 1/2' B I/r 6 1/4" 6 1/4- 6 1/4' 6 1/4• N/A N/A 6 (TOP/60ETpQ '-r TO Tl'-2' SEA, -72A N/A N/A 6 1/4• N/A 6 1/4• WA 6 1/4' 6 1/4' 6 1/4- B Ile N/A M/A 6 (TOP/BOTIDM) '-S' TO ll'-2' N/A WA N/A N/A N/A N/A N/A WA 6 1/4' 6 1/4' 6 1/4• 5 1/4' 6. 9. 10 (TOP) 3L -46.0 r 41 N/A WA WA N/A WA WA 6• 6• 6 1/4• 6 1/r 6 (BOTTOM) LESS OR LESS 6' 4' N/A N/A N/A N/A N/A N/A 6• 6' 6 1/4• 6 1/4' 9 (BOTTOM) I2'-4' OR WA I WA I NIA I N/A N/A N/A N/A I N/A • I/4' 6 t/4' 6 1/4' 1 6 1/4• 10 (BOTTOM) sm 11411131, W 11 Am 12 I= A101M6 WFE It VACMD Rift 06DUMN Well MO FlMIt SULOW MIMW MOTOR VANCO 5 MID LOAIAM FOE CUISINES ARE WINOWm ON IM 9OIm1AE IN ER JIM 1" IIMII01I0) W 6CKW'- RMU ANCNOA lNCNa aV NkOftW6 1PAONG 910" ON 204VAE BV "it IOU WW MMRL IN DO OPMM710N TO E MISSILE. RIMUM SPACING 011401111, UM W" WILL kw E I= rAw momm SWOm A14017m FOR FAO" ADD" IVIE AT At m LEO9 a AIOa I" 1/m. tAPaN 1/4yL. 1 1/4% 1 //rl 1/4M1 I/4•• ar -M., llm aauD ><t ITT /BOMB vane PN a a 3 a 31/2 R.P.ARM Y.Nrti WILY 0.1 ) 3 2 y3 In AAK Fa ME mom ►A-OT OA r Im tm Im AS - a, 14-10 PMELIMIE Kalb TIiEA1O//C{D• O.C. W/ 1 7/a• tosi D WOOD "No R ro I m xm ON ` �. ma It m �f e+arlweua/ 1 .- • F'i A L16.6i iL^11.y iao • T - 4 • , oe :' + j /,Lla 1 t/r De 2" WOOD HEADER FED1AMED i I in maozw 1101 PANEL (SEE Man 1)iT" rw WOW Pw 11 i { i'd• RIDOO MILANO /74-10 PNNFLWIE PLUG 1E0UME0 1 --i i 1 r at. T+ US lalf MDT or�PLATE 0 j 1 I '7'40.yC.�SG 0 W AT NORImH E PLATE ay LE s/6.1AITEMMM 1. INSTALLATIgNS IN ALTERNATIVES BW. Be a IOW ONLY VALID FOR BLAZINGS WIN A.S.D. DESIGN LOADS UP TO +43.5. -48.0 P.I.T. AND PANEL'S LENGTH UP TO 121-r L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE Soun*ltN FINE NO. 2. W/ SPWFX DEPSrrf OF 0.55 OR EQUAL. TOP A BOTTOM MOUNENi05 CAN BE COMBINED IN ANY WAY TO SUIT ANY NSTA ATION. ('YFE ,giNL LVA " COSt1D ROOD�AMEMBER TD• T • Y ,t I 1 Et saalu2 CON sell a FOR IS. WWM M ' m aAa M4.. sa9rcr -- PANEL x _ i (SEE MOTE 1) 1'L/I. R/ 7ryy KEOOED 1 I� 1;NETMTEN AT i i I I, II r1071OM OF PLATE IvA ll DIRECT NOLW I& j�, ALIgRIA low 1i� TAUAUM plE) . ++ CD CD i cn N /11 V^'J O 2 C C:) � O -acn .� ' W ^^'' W U m C O !Z C 0 O .� Q� p L O U� a_ 1L a z z w J C-I 00 E O N ;9 r� O W O t - co = m >14 .Ir LA_ t]. F e/f = C 4 d c w � go 0 L3 I� INSTALLATION DETAILS 1µy ua tlan6 • r ea •/ r 1 1//22 6t. MWADm lOt1WeN W bE1M6 WOOD WAM FOR OPTION it 1 FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM I. I 1 •oCO I cuRLOIIK 7 �•NGE,1 O •'�' OG q ALTERNATIVE 1 ALTERNATIVE 2CL N i I 1 10 M7•"410N ro otA1E ) r E0 „ a 00 / I L +'•w { N6 pun O T J I Im pufft Nmmm L + e taA ALiE[�yATIVE 3 AL�eTIVE 4 U !M •O) .1 14EA6F PO 9L , fr0R / f 1/2• ■ TJ4'1a1i/6' use a/Da1 m" R/ tµ'wam• " Ms •rat. ON WOOD FRAME CONDITIONS ANCHOR LOCATIONS /•� `v /4y so r*BMM Ilm" a aALTERNATIVE ME)M'0 TODw"o Si4 ar - • M WALL MOUNTING /A: NLWM Tomm NOT smm no OM1 INSTALLATION ALTERNATIVE 1 W``� T p, � l W GOAD yr - I• FWMDA MAW CODE W h Valootly Hurricane tom Q 22 * : a Mae tAt6Aq ITT 20 GAGE GALVANIZED STEEL SIGN PANEL 2Mii a, Z 1. A6TALLAIDA• AMEX w1MLLqq fDR eU6D116 RIM ALD. 0l3O11 10AC6 U► TO +ES, -IR,O M AIe PN/a3 LFJRITM LIP TO r-r. A. IN NEW W N; woo MEMBERS ro E swirw N } Y �}},,'YD •...f:. (i10 �• (+ •••` E y/ty�y�� • ! w PROTELiTIDN PROD( R ta. ION i C O LM6. 4wD Ea m SRm 07/XVNU Z � PIE ft L W/ lPOL*C 0, Om ON lam. 1 p "- -•,- a 4aseI�6+N 20-176 INS•• Ill to 41.i IMa.iWtr Lwa rats . m-+LI , tr . AI. O+-i4A PNaC aeNJlw 7a RUt'. 91LNe z PL KRJ%MPMMVDDE 1NItaFR ' ►i - - - 11" 6ER I! • as -� a SHEET NO. SH 1.1 y - II N .!L. . jj. .! l AIL . 1 - -- ii A- : L . _L._1_ _ -Li _ .1I : ,I. u . 1. : A:..:: a '� : _ ...1..... k 'L.__- 1:-1�. ...i ..I II. I' VI h t _ i; _ . 1 Al. I I �� f_. (�_1At .l.fl I ----- A110IOM5 (SEE SECTIONS ON SHEETS 17. 16. 19 Or 20) -- r Mu. 301, Wit avil. 16211M. 4. SMA& yt71wr/» s ■rnD rr� { 1 O O O O O r MAX T• MAT. Palo „� t .•I�I I hl i �I I RI1 ' i ' , .. I .Ma wall , or (SFE 513 I-wl� 41 i I 1 O.W® I PMa LOTaY aoAtE(s I 0. W1f_ EA/(7, M/17. !q/1B. J!/17. 4�F17, 6VtL r hw ;1_ MIN BMF/Tt fAw/16 s ow/10 a r6'/,Sf 76w1n 6 ■111/!D r MIN.; MT SECTIONS ON SLEETS 17, 18. t6 ! ao) - OPTION J2 FOR LIFE SAFETY STORM PANEL ELEVATION SCALE 3/1r-1• Ile ow. w OI Saw 6YERMssfa.,•.,sr� SECTION A -A so" 3/14r-1. MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.(.) (SEE SECTIONS) TO GLASS CONDITION +55,0, -72.0 a.-B. 2 3/4" UNBOLTED --y; - I _HOOD NFJIOFR-`-",F' .N00.1 HF.AOFR �- 1/sY TnAP•WM • / ,YID O1 • r W+ 1 A7 WOOD •iI lIr M N rOOo r' HFADIN 1 HEADER � f � " ' Ca61ID ~ p fMla 1 + PANEL IO . OAe am NOEouE - W DST I• . .L• YO.. (BEE 1101E 1 en01q i PANEL UM M (am NOTE I i1OO) BCHOM i DICK !BT ID I 1 S.S.S.S. u-0Q�),�. , MLR SX'�-� WINO NUT 5 i L. cow. CUNT. ( `� I • 3/32' wm OUT • 12 1/3. CLC 1 I 1 '� Aur +NVOT tKY�) I 1'4Y TAPOOM • M' O.C. i;_ , t L Y• TAs•o6TT • r Olt YTOM M/wMFA)p[D '\ t' ! I, w/T I/�' IPA 144 m POEMETM1101 AT MpAWM - .lii PLATE AT NUAWN lYOOp PIAATE �__ YN' w000 PATE WALL WALL MQUM 'AIM, SCALE 3/6'-1' SCALE W.I. U �A A. TII rmm 3�•J'C�' I. W04UAMM AIR ONLY VALE FOR BULOM WITH .C60. OEM LOWS UP TO .56.5, -7LO PSF AID PANELS LENGTH UP 10 V-S! a. POI KIT' 0000 FRANC La60w1C11OW WOOD MOANM6 ro K SWIMM �•; PINE NO. L W/ SPIOPC DOW" OF 0.55 OR EQUAL 1 4.0 TMCON • 6' O.C. 1 4*0 TAPCOM • r at. I Iff MN rANU m 11 r W. 114WIOED HEADERAT wa0o `` t t HEADER AT wa6D 1 ' I gronow � I t � i• Ma QA�6 _ iP EAMf i i PN•L tD1ITH ON M�No (w FOR I soMWw) •ALOa1PANEL LENGTH TO41m I { _--- -- - - ' THEE "M I O JW N�iI am tiQ I I Tp-0-gas _ - T &f. MS. � ! 1 4'w TAPCOH nAtTRATM )IT �6v�� ( INDIIDI,+ OF PIAR ,ESA . Mw/ ii MWR • 12 1 o.G L' , I ��••2O` WNN OUT .S. /Y I 1 _ WAWMR (KTWD) 1 '� } +� OF OiPIXIE IKAl Np \ 1 �1 N + 1 II PLATE I 4' 1 PU1TE �M1ti WALL.IAiUM SAE 3/r-1• e LTEMNAISAFM SCALE 3/B`-1" COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SALE 1/2-1') .-- 15106' GOAL ,IIDIIQ -- 2.230' _. 12.500' (EFTECTNE MOM) fIs•--- -• ' yip• IL ! far OOAIMIBm ( 3 1 2.000' 11 1 . -� 614E mm i A i .25p' A MID TYP. AWN A-163 am= me moom 0-W QKV. T OVAL 'a1S i Liv,m A MILL A `R, F%• ' '2L © STORY PANEL PANEL'S END LIP W/ 1EJIIIED EDGE'- _:A t0.a• ISOME M VIEW DETAIL AA ROM" CORNER w ETAS OF PANEL'S END UP W/ HEMMED HOE (N.T.S) -•� r-.125' N I_ J L--3• MOx.� O7 rr� 3'Y (YmEJ ALUM. ANfR.E 21100• �• f �2.a0o•--) O 'Y TRACK 1 Ow Ow) ---.7W'-- © STOP BAR I1• LONG; 6063-15 NON. ALLOY r1-----2.470•-._---, O REVERSR) "b' TRACK Bfr. t- 3AID' i I ® La4ilsj..bEW.a 1 t//a�_ 1IIIIIU�E Wei-T6 AAMT. ALLOY S Rrmm Mum TRACK :LOCO` t 2r I ® 2"W(YRKa) AWN, AN= CODE (Rah VW*oHY Hurricane FOALED CONUIET[ BLOCK *SWAM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO FXSTJNG POURED CONCRETE OR CONCRETE BLOCK STRUCTURES D.C.WS ANCHORS Y O.C.OTAPOON ANCHOM y4- IMCON Amoco _ I TAPOOM AN04 Er O.C. I 0 O.O. PwKD PaA0 E. ,���` � OR ParBLo ■M �L � � I __-1j�7L BLOCK ! Nh NOAMaaM a {� :s � a�spIN I I 1 ' r1y t $ i � I I All A 3n2• WIG WN L • 12 1/2• D.C. 1/{ tAPO011 ANCHORS (suGOBED w/ sruo) MN�E,EsDa �flLL SOME SPA o6T la ! O mM AN0o ! WORM MA FOP MOOV1J010,6 MiOD WIN) N) M•r. AN•SPI tINwr PJ IS rpA RwR t11A DAI OAKOPINIONo um SPMC/1ai AND Mwon ON mK YMtANo •w o.wr OAJ a LA U= u w $MCA t 10M LA LlwB 7Nw IIODOm OR N N W&MVI MFAICOC NOW 9►ACND •+OIIN W MOmA[ MI'Ll lLNrl OsI.rH !-A oUL I AB16► V IaDIOR OP TIE IOTO K Fwfow IN FOLLOW* rWmmS FOAL iMR OPOaOIoI ro K rWMlt MIOUCm 1 �, a � Q ,/y - aNWriHc aBasllm AND IACRM tYMLL IpT FO LESS ,MVO M Ttp a06 TH1 P$CHID FOR FATT1 ANCHIOP T,iR IW T/IB ICIRDIAE_-- a ,iw Aw. LEMM , ) WALL "ON MA"AWN SCALE 3/6--1- mlm) " t. INSTALLATIONS AM ONLY SAID FOR BIADOM WTW QED. DESIGN LOAN U► TO *56.% -72.0 PSI AND PANEL'S LENGTH UP TO W-B•. L FOAL NEW WOOD if MIA: CANSTRUCTIOk +II I I MEMBERS TOK SOLO FT W PMM ND. 2. W/ SPECIFIC WHOM OF am OR EOYv_ 1 7/7777111 FD• / i 1 4'4- 4^b.5. MS w/ /B'b3/32 WINO NUT WASHER j • 12 1n D.C. I t 1/{Y-20AT�4 11. MA. W/ - n'613/3E +RAMC NUP WASHO1 1 4 TAPCDN AJRCIHOIS ! .' TAPCON • 4 1/r OG ` -dl� BLOCK-CCNOKTE mmumm SOME 3n'-+• WALE 3le-+• 13�aI ..Iy 0a MOUTH BELOW) 3'/24 h4 NM.[ a MODS) • ® (E4 R a IaDIN r N.. 2/24 1 "/24 01 (VICE "M a IDEA) FI{ir1. SAS 1'/24 4'/2 4 tV an WAIN (1).AM • tic" • aa4mMiAaN 2k rol w6m i-, 11 Is". CONDOM ANONDOW ,7P 3• Wa Yw. I a6[ *scram ON OHM K P0' Ara 04 SCHEDULE aM _1aa)-'I 1• RANI. rr wp I ITT• )_SS MD0 OF w PI• (MRNaCI nvlL1 Tw1OA0IL 1+.EL) (WIBaoE PNMaT ITT aI { •L• r-r� �rrl, ([1p �, iE % i' N0L L A 4 IBOW I I s0 MOSP 3. • BMW 34 4 { 2FE i I a, • BFLOM {f � w Iyj_�7W . 40 1t 'L• - 40 a 1• F11 11 i i till I III I I I • ,yLE (_� { (8 Farr4 wm_ -- MR ONCKU AF[4aN$ s4 BypkOE a 3 y{Y LQp1AW_�I(A+LN7rU�NHAMMTTEE fio) LVIW �." I 6OIa0U1E D» oRH aaC F011 wDOD TA ENDM. ,• ,/7• F T/a'I >K 11fY!fU,6 WN •ART M PNwli:n NOTE NOTE a .TICK®w/ 41 W/0®.® W PANEL 4D f0' TAW PANEL m K MSVLM AT EACH �LDW W • lamaw M 1 IOPENING SM m Fms yPLL ALM75 B[ PRO DS N TYPICAL ELEVATION FOR SELf� IL7AA m F nmwE WstauAT,oiN E W1o�O ro K ImNUD nBN E-2 HANG STORY PANEL (U SYSTEM ToTo.,,�IwiA11° A10, - �N•oe aF gnmx7 mL wa lE BAr - T• BDEB vaY . ,- V{• Ala.. cAP�:- t ar-®w/ a " S.® �.eN.}M/�y ML �,IYBE.EiIIK�e . 0 AT p01MMRl sos6 . t � : BORE YA • r {t). IWFwnIDN AY RaMea ,eeD E - Z H ONG STORE PAEL SYSTEM O01GWM tK PANEL + nos : � TRACKS AT TOP ! PAFELWiE PLUS OR TO LONE (1). DflYNEI70M. fi -�� sees E - 2 HAND STORM PANEL SYSTEM CONSISTING 1X PANEL . �Aj s0TT0M w/ PNELWTs. 6 Cont. 11LMLCS TOP BOTTOM. (2). 00 PANELS STALL ALWAYS K COMMEC'TPyD TO OO♦$BIG SLi. AMU. BY MEANS OF PANQ.MATIM OR. V USED Y W 1S TONG •EJl]I TRKi[ AT BMW EA PANELS PRO(2). fjA PMIELS ,,SHALL ALWAYS K CONNECTED m BorfOM TRACK aN1EAWRE A STOP BAR &PALL K CDWJV H�M/ T�{51-2W a .S. w! 7or-f3 " eJJ 91MLL K HALL AL AT BE OF SABF PANELS. HRn. APPD (�(E7CO•T T/ b MIW T AS (3), F DA PANELS AYM CONHiC1ED TO 6OTtTY TFGCK, COMECTgN AWl COMM K UE D00011 f101E �0 1 s•N-2�T/{' M& W T//y�a3 YJ- NIMIO NUi IAt 1/s'A3/t• M1n. TWJMBSRr* TAPPE6 60fl0Y 1RLCk LDCATDN OF FISTOE% IMY BE AT EATER OF TWO (3). FOR CASES WHEN END PANELS ARE AT BUT 00 PANELS ME NOT pOFB1[CTH TO BORdE TRMCIA X EXTERIOR FLIT FLAAIOEE OF END PANEL r."** . STOP BAR LA PM (4). IN AWE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK Ow. A STOP 8ME WHEN TO ETA PANELS AND SOME R OF UNATE PANELS ARES. ONE fV DIRECTLY fimBOTTOM TICK MAY I I I I L AT ANY FAKL LOCATION �� TRACKmug" BOTTOM mPNNEANTESABOVE. IN SUCH COAL ODNWMT" Or PANIXII MAY K LWEDYFTJ� JILL N�!0 f ON avomON AD 3 1/a ( OpES EDGE DISTANCE FOR THIS 0 INTENOI PAllil 1i5ED AU (5). SEE SECTION V, Y • 4' ON SHM 24. SCE ANCHOR SCIHEDLU ON SHEET W E. 1 Nor NEED TO K CONNECTED TO (Z) aY ANY EEJaB. 11ML3L L INSTALLED A Ilk! T SUCH TINT AQMCFM PEELS 1iTFREff (Err a ROff SBE Oi ►NHL) NAVE i DIOR OVO%Af3 RE HIED BY % FLORIDA WILMG CODE h VefoftNwr(caM ZDM f No. 4 167 ' .Mw WOOL WL 20 UK (MLVAEBZED STEe�ED).AySEMOE�RwYsS�WPAEIEL W 5TA I� F. C o .am,uc. PRo Wes, TY NNm . . s1' an" a ► w. wwr n a s Nam (EOH)w�iE q p�VrtlApsglwFIFET 20-176 S� N ,-r'�'oq m-.aA1il ti, OLw m uM As Draw* V. AA„wNON L L NEN/MaNMUE/wR '3.. rt -weD n w a INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES a' TAPDaN AII3DI5 / 4• T/lCOM ANlJDR9 MEOLINIED �� i ttEQU BLD� � ` 1/4. \ \ N EA• ii I 1 r.�1�1WP� w i f r NADM101 W LiIAO + i lrNi{ I I ' ru 3 1 i a I I l i j i f r j a' /I4-1OY PANEUMtt Pws w/ ++ih10'M HVWDAMtE PUS w// ��77e10 . VW' WNUT NASHM TJ6Y . 3/3r WINO 1AIT MI�1 eel. / OD ' O.C. (BEYOHA) - 6LOCW _._ am RECLOW gram AL♦dIM SALE 3/6--1- SCALE 3/B'•1. IlOdl Tat I�41 HALT' • ` . ;K/f FR6R •Ia0M1IL M AWw"I oMOw a 3 '••• raw wo++�� M 4 w a a N0.44167 FLORIDA IU OW C0� W V.i NurrlMo z0ft samai MR L0. U= tww r,B10Wm 6A 1•., Orw Wr N a a ,R s *: me TLRM SIG 20 CARE OALYAII�O STEEL 5T0R6 PAM PA' aO=" ma AN011a11 woos IN - IM6twLTMa SPAM:WO EMN W SOEM+AtE IDBL L► 1 •Q TATE eMA" M: N M POLLDK• FACMW me T1R '•• OOWON ro K POSML ALOUCED +.. -.� _ 'a �NI s+/a6/+at• TOE = OHMEI tow" PAcw BNML NOT t 1/a'._ _. � it L 1 E C O u6c. GLOBAL MMCTi0N PRODUCTS, UP- � K TER THAN MMNww 3ncNq ,x61DAtm ..'...- - m - jq0 -- ORAL 4W6 as sf LaABT MR COO+ 000M TOT ON wB wxaAc � Y - .- _ _ _ - NHN11tT A wl r Mw L . W.: m-si1N1 N.II+Ei 6•IC a ]7W4 20- T 76 �.lMr-..,s, Muo p6.pn-nn • W1WWIs Nw ►,L QY/WW1TaWADNE +IA130+CA +z- pa, - own w M GEUkJBAL mm M UTo [-Z M6MG Sro■1 AYs7 SY3TEf1 1. L-2 HANG STOIW PANEL SHOWN OWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) MKS BEEN VOW= FOR COMPLIANCE IN ef) Womu I tAMMEW OF TAPCON ANCHORS Nq PMIE11M1TE Mwa 0 ! PANEIWTE PLUS INTO =401a E ACCORDANCE WITH THE JIM (71b EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 T/4-. DESIGN WIND tDADW SHMLU. BE DETEFM " AS PER SECTION 1690 OF THE ABOVE MENTIONED CODE. B.2) NMHIA0 EMIKDYEM or 1/4'• K 7/e CALM-W ANCHORS SMALL BE 16 7/6- INTO CONCRETE. FOR A WOOD SP[6D AS RkTINRED By THE JIMSDICTION MERE THESE:;rJITER5 HILL K gNSTALIED AND FOR A DI NVIONALR Y FACTOR 1W-O.BS. USSUO ASCE 7-10 AND SHNA. NDT EXCFFO THE MAKWUM (ASD.) HO DLKOMEIIT IN10 ANY iVBSHH MATERIAL SMALL K PDMMITIED. 1/4' 0-20 35 SEOWLK BOLTS USED SHALL K LOAD DIOU0OMILD ANY nNMH MATERIAL CAST) TO DESIGN PWCMW RATINGS IFIDIC M ON SHEETS 25 Or 26. MADE 3Ja. Lim ANCHORS. W DOM TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN YDA LOADS DETERMINED PER ASCE 7-16 SHALL K FIRST REDUCED TO AS O. DESM WILD TOMS BY NLLT,PLYIND THEY BY 0.6 IN OROER TO TO COMPARE THESE W/ WX. (AS.D) DES6M PRESSURE RVINCS NOCOM ON SHEETS 2D • 26. &3) W CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE POUND ON THE EXISTING WALL, ANOM SIWL K LONG DOM TO REAARI THE MAIN STRI=M BEMD SUCH PANTIE ANCHORAGE 91WL BE A5 MENRONEO IN BA) AND W L2), W OFIDERALLOW TO VERIFY 1/NT COMPONENTS AND ON i1S PLO. FAST WERE NOT OLEO SWOOSH. A 33R INCREASE g- . LOACIS W ALLOWABLE STIESS FOR MIDI LOA05 WAS � VI.rID IN THEIR A/LLLYSS. FASTENERS SPACING TO W000 HAS BEEN L MM USE DETERMINED W ACCORDANCE WITH M.D.S. 20M (C) ANCHONS SHALL K WWALLD FOU.OWMA ALL OF THE RECOMMMDM'n%5 NO SPECIFICATIONS Of THE AHCWR•S STEM PANEL'S ADEQUACY FOR APICAL AND FATICK RESISTANCE HAS KEN VOOND W ACCORDANCE WIM SECTION 1426 OF THE ABOVE MENTIONED CODE AS PER rOESTROM TESTING LABCMIM. INC. REPORT 12W2, AS PROW000S TA5-201, 11. IT 90" K THE RESPONSIBIL.tWr K iFE CONiAACrOR TO VERIFY HE SOtAIONFSS a TNE STRUCi1RM WHERE 5HI(rtEN TAS-202 AND 7718-20J. AMCIORAOL TINS 51AFfTFF SIWL ONLY BE ATTACHED TO CaNCKTE BLOCL AFIUYIE 1 TNS SYSTEM HAS KEN MOOED TO K INSTALLED ON THE OUTSIDE OF THE OPP" ACCESSING THE OPOWO FADE THE OR WOOD BIA.Op::S.H OOM w/D TIE USE OF' A L40DIM OR LFT. INS APPLICATION S VOW WHEN OWALU MON S DRENCH to K PERFORMED 12. THE B6?ALLLATION COMML OI S TO SEAL/CALU ALL SNA'I7R COMPONENT HOES MACH RETAIN W COMTMRLOA rRom 11E ,ASIDE OF STRUCTURE. CONTACT WITH THE WILOMN: TO PfETAENT WM@/WM MTRUAON. CNAK AND WAL WILMER TWMCKS ALL ARMW FULL LEWH. 3. STAR00 S 10INSTAINSTALLATIONISINGL APPLICABLE TD SE AND DOABLE HUNG STYLE MOM WNFJI INSTAW110N 5 lEONILED 10 K PERrOR1E0 FROM TALE INSIDE Or STRUCTURE PLY TH SPIECS INDICATED INS ORAMWiG PLUS ANY BLALDINC AND ZOANG t1 STORM 941 INSiALD 1O �HE 4. SUM 2DOD INSTALLATION IS APPLICABLE TO SINGLE AND DOABLE RAMC MO HIORMONTAL SUOFRS SALEN E WINDOWS WHIM JLIRSO POIMR APPLIED WSIALLATON S RFAIKRED TO K PERFORMED FROM THE GRADE OF STRUCRBLE. 14. ATWAAM WMIDOMS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM-' S POW PbBBq. 5. ALL 4LWA f FJORUA016 TO K GOGS-16 ALLOY AND TEAM. (IRUESS OTHERWISE HOPED) +3. (a) RS PROWU EVAWA110N 00CIWpiF (p E.D.) PREPAKD BY iMb ppMEEA S rENEiDC AND DOTS NdT PROMDE MROWWIXM FOR A SITE SPEOFIC PROJECT, la, W116R[ TIE SITE CONDITIONS DEVIATE FROM TE P.E.D. B. ALL Al1TWRN SALOON YE7AL USED AT C40BLAE5 SiKLi NAVE 3105-N14 ALIDY. (b) COtRRACrOR TO K wspomm E FOR THE SEELRON. PURCVM6 AND WSTA,LLaoN INCLmm LIFE SAFETY OF 7. ALL STIED. SHEET METAL PANELS SHALL NNE STRUCTURAL QUALITY STKL ASTIA A- '613 O AX 50 MIA„ OALVA1a2Eo STEEL THIS PROOMT BATH ON THIS PLO. PROVDH HE/SHE OOEW Not Dt Mn FROM THE COIDIDOMS DETAILED ON DESIGNATION M/ry- 66.5 kel (AFTER ROLL.FD). THIS OOCUMP(T. CO SIRLICFION SUrTY AT SITE S THE CONTRACTOR'S Pf5P0.NSIBRRY, L ALL SCREWS TO K STAINLESS STM 304 OR 316 AM SUES OR QDFMRON RESSDANT COATED CARBON SMEE. S PER CON (0) THIS PRODUCT E4itAWION MOCNEAfr WILL K COMSCEAED MAALA IF MOWED. 3lIO,B W/ SO k1w YIELD SIRF31GT11 AND to NM /EIISN.E STRENGTH At SHALL COMPLY W/ FLQRIM BUMMING CODE SECTION 2411.3A4 (w) SITE SPECIFIC PROJECTS SH AI L K PREPARED OV A FLOFDA NElw MtO ENGI EEN OR ARCHITECT WHEN WILL B. BOLTS TO K ASIM A-307 GALVAHIZED STEEL. OR MA 304 SERIES STAINLESS STEEL, WITH 36 IW MWOMW Mo STRENGTH. BECOME THE 040M R OF REC0110 MO.R.) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR THE PNOP[R EMOINDER KITE 10. AN04M TO WALL AWL K AS FOLLOW& SUBMITTOTO THISStA SSPECrICA DAWSM ADD �7ED fJ4NFFER TO THE P.E.D. ENOMEDT. LWL pU /T ETasTwc STIR 11.Ice.Yr. (.) THIS PAD. SMALL BEAR THE DATE AND M MML SEAL AND SIOMn M OF THE PR�ONAL ENOMKG or - IMPTIPCON ANCNORs AS MANUFACTURED BY LT.W. BWLDEx. ,NC. (YIN. rc-3r62 TH sJ.) RECORD RIMY PIEPAREp R- - 1/4' • X 7/6• C"-IN ANCNOS• AS MMNBA'ACnNn BY DLMWLT MHC. (MN. T'W000 •-1.) - i14-10 PAKLANTE FEWIE A • PIVELIAA7E PFLA ANC+ORS. AS MOVAI►N:ILNIED to [LCO CONQittlKIION PIMOCK.TS. tIL STI M PANEL WAWAC IMrS LABEL SHILL K LOCATED ON A WEAVAY VISIBLE LOCATION AT STOW PANEL IN (fe-3330 PW.1.) ACCORDANCE My" SECTION 170913 OF FLORIDA BOLDING CODE. ONE LIBEL SHALL K PLACED FOR EVERY OPEDw1O. LIBELING TO DOIMLT TOM SECTION 1700.9.2 Or 7W FLORIDA BUADWG CODE. A1) MDBMRN DABEDYER OF TN+CON ANCHORS ONTO POURED CONCRETE SHILL K 1 3/4' AND 2' FOR PANELYATE FDMALE IG • PANEU LATE PLUS. A2)-1INWAI EMBEDMENT OF 1/4•0 x 7n' CAR -IN ANCHORS SHALL K IS 7/5- INTO CONCRETE. NO VAIEDmeff INTO ANY FRSH W70ML SHILL K PERMITTED. 1H/40• P SDE CALK BOLTS USED SHILL K AN LO4 E+o1U0+(A+OIAD Y FVVW MATERIAL MST) TO ENAGE 3/4- t• A3) IN GCSE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS K LDMG POUND ON THE SIWALL OR FLOOR. ANCHORS SHALL K EN LONG OUGH TO ROACH THE MAW SYfLv RE BEHIND SUCH PANEL& ANCHORAGE WWI .♦1A" „T `vCElf,�' K AS MENTIONED IN A1) AND W A2). Alb. 44167 ---- --- • • (TH *•. F211cTrA rrurxrc a n, --- *; It * - 1/4- • TAPCON UWCIORS AS MNNUFAGIIR M ITT 11W. IN LOEL INC. ' FLORIDA BUILONO CODE (Mgh VWwft Nurriwns • X 1/8' CALK -IN ANCHORS, AS MAN UFACRIMID ST DEWAILT WC (rm-ISM p,s.l.) - It4-10 PANELMATE rV^L 0 AND PANELWTE PINS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTOMI A '•• wme TL m Nc 20 UK OALVMBiED SIEEE SWORN PAIL r aRw PRODUCTS (N'm-2671 "J') _... NORMAN cm spo ow N SCSit�- I' INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HMG STORM 1pPANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK 4 s..rNs' or �ADer�AOMw � "'NaW'w IL4 Fair-, i TP ANIL I T I tl in KIM AM SCALE 3/6-1 1 i qqq � IM10 8 11�1i H OOORwIII EO IWWUBIR As ,TILT w WN 1B Y /w A M ■NC♦ldl 1D TRAM (Q�l w ♦?J N sIM a TIaD Qt ■P BOk4 N WANWN TA ON SKY aE TOP ! I6ITDr NK{NEWYS am Mt Awr ow 10 TPr MT LA . DOW 64fta aapku Nw E,.DGR TO cmm 61OlJ mme NASF_ ; ECTM 4 erA4E t' Max 3n-T- WwW•Wwt r1p;A ° d 10 I ■0M� _ '5 g g Nuffloam CD CIO i -Cu O _0 N a 0 O C .� Cd 0 '0 N 4-� �- N .4_• N -0 U 0 M -0 •>` Fn _0 C 0 0 CU U- 0 CO E a, O >~ 2 N N C= C: N �? 00 C 17 N - LL c.1 44 N d �Py C Ai. 49 t31 .LZ m Y� C �I _(D L CL CL Q U � ICU o 1..� ■ Cl) Cu L m Lu = Q Z Z Q J SHEET NO. SH 1,2. I.WIL-111 VAUM A.S.D. -M-M =r- =6 +48A -793 TV OR um 2 9/111` I BOLTED . r. 3'. I-W. zv a rw 40". -15.3 70' OR UM 1 2 ?/r 111TAL7ED • I &.-W I' I W"wr AT OVERLAP & /OR of PANEL. LENGTH ASJLamam MC"am &-OCM FORE CL - 3 112' • APPLICABLE TO mxmm I! & mf *Mao&~ OF it" vAxkw pom unm %* 0.) 1. GALK-01 FAKNIOM ALLIS 10 oxcvm comcpm IILIKIK To coicour O"for" 1111101 IV evam 1-=. A Ir N/A 12* N/A 12' N/A I Ir "/A I' & 2' (TOP) IT* 3'* ice 31 5" 12" 1. Ir r V (BOTTOM) N/A N/A 1 MIA N/A M/A MIA 121/2. IT* 21 (BOTTOM) 7' NIA 61/2- N/A 41/2- N/A 4 1/2' N/A Y (TOP) 70' ON LESS 12* N/A 12- N/A IT 1/2"- N/A 9 1 /2- 1 N/A 31 (BOTTOM) 12' N/A 1 12- N/A Ir N/A 12. N/A 4' (TOP) 12" 11- te 1 0 1/2' 1 12' IT- 12- 1- V (BOTTOM) *LWM TO OLD "t. A.S.D. OCSCM PROMAK %Nnmg A SEE START n FOR AMMM PIPE Af SPACING TO VWMAATOO INTO OM FWW %PAM MMRN NOW WVMM MITI WMN OK DOMM AM OCCOM 011 THAI 10400AL TO ED. UM IPMW fdOMM ON 213911111" NO= ANCHOR VACM v i"lftvm BEACH!; imwm ON SCHOLME BY THE FOLLOOM rACMM FOR INS opommo To K POB§MLL TIMM SAVIONO OUNM VON PAKNATIP SHMA WAOM PMCAM FOR EACH ANCHOR WINE Al ARBOUR TMB 11411 1/00 1/4% 1/410 -Am -9wou ftw AWN. Xmice vium ok) 3 3 3 3 In *-,* 00 Miq fw..b 0.0 go 3 3 2 3 3 31/2 3 1/1 4 AWJL Zo, pw Now mom r J I/rm HAG D O Mim, DISTANCE INITIAL AND QD To PC 1/2, W BOTTOM OF _L + REQAILI/r rq,_1 M" ++ %xiouras MPH. WrANCE SUMO BOTTOM Of PAPSL Am 0 to at 3/18- p, 11 ITMa , COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 Clow CUMVM .750 S& SOD wx= I 1.2W i -to AMU 0 a Ile F .37 fle oil e if i/r oz aUw-apl' 1 sUoW. ma 250 Gor too•11-11" (MAN K__Wj OOM 2S0 w. HEMMED b EDGE ANIM ABU 2. 101 -!0A.A WTI. 41EDGE mr VITAL A -h- RV925 SMALL K mmuw lAxkys Riow LEFT 10 now OFF Lfs 12 DID AT LEFT SIDE OF PAMM O W O -F- TR= ANKE • WM STUD UP ma KK PMU 04"' (16hi A�Wiff'S 00 LP• GALVAHM STEEL Pon • P=w _FqGast / "EMt- noour, - MOMET18C V" DITA& A 270"I._vAL @ OR ROUNDED CORM 0 ENDS Of PANEL'S I - A" M' f-7123 . F END UP W/ HEMMED EWE vs, C".1-S) 7 ............. ��--�ommm RAZMU Law I- i 1r-en.r7 WA(0.)-7 3105-HI54 AM. ALLOY@ Worp m& .$a SNOT IMR monow 14' Air I Uorroxon IF quiEw LOPSTA a I ONLY %AUD FOR OWAUAnM 00 O SLEM 2 1/1 WOOD SINUCOAM, _2W -2ZW--- VAX -Lam 24 : PW 3.7 : 50' 2. 75W OTT (2) REV. 'N' HUM "Ll"' WARIER I" mwl TV r MoV. SLMIFE 11" MAX, 3.0w, @ A, J" 71RACK @ WL How ZEE! /j 11(1 1/4- w1wa • (USE ONLY FOR E-Z K" STORM POOL F T_• -275' SYSTEM) GDW-TB ALUM. ALLOT 311- 1 71' t.'25, FLORIDA BUILOPIKE CODE (Man Nigh vowelfty INNU ZOM) o(IDMIN.00 r- dew nvm M 24 GM WVANM SIM $711011101 PANEL Gor 123' i. L omm BAR OVA.) F STATE OF SEE SCMIDW-- .2w MITI IL I E C 0.... Piona" PROOLIM 4= SAL 61 sww OMIT. 3331 IIIIIC Re lewlw 20-175 @ JWQ-OUT or (9 MULD-OUT 'F" TRACK & WASMED WNMUT t-.*% S ma -Ij None - TPACK ANGLE (ZAMAC: 3 ALLOY) M flog I PX F=9 a a, INSTALLATION DUALS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL INTO EXISTINGWOODSTRUCTURES 1/4-1 UMW I - E 1 0 t/41. LOG 1=91 Olt W/ To onsmo "M "114121A. wm 4E4= 1 /2. W, pD*7mr4N TO ENWM WOW WADER. FLAT OR ON Ent SATs. EA DID Or® b.L Pllkt- EMS 0 IIAL Do or 0 X 1 4• J 4""� Lm (Su DETAIL 1/24 .1 ,-2M VKXXI WEAM. MORE IA BOVA til vu 31111' Al- POP 106V e�pufooN OF INIENT (1) Owd 4 1*14 " 0 1A. Coo or 50 KrA#L I/" a 2 EWVT` OVERLAP I . Z I 'o- 4- IA o.c 1/4 JIL3=11" iO.Q.�I. OF PLATE AT SUM 20114) OR FLAT ON ON OU y 119 ffiffir ATEMMAT IffIR2 --F I'La OR ON OXII: WALE 1/4-.1- AM 1"W SCALE 'le.l. 1. 01SIALIATIOMS ARE ONLY MUD M= R 9LOLWTRIM &&D. D UP 10 +96.0, -75,3 Ad AM PANEL'S UENOTH up To T-loyKIN LOWS Z Too NEW WOOD F%AW CONSTRUCTION, WOOD MECMOM To K SOUTHERN PIME N. L W/ SIVIECIFC OOdTFY OF 0.26 OR EIAL &A (ID AT TOP AS swornhi, shomw w A, ALTEINATM MEAM WOOD FRA W" TOP To SUrr ANY $IAOHMWMAAM, SRGW MR CLAPM winc =AM It at * MAXIMUM PANEL LENGTH L+- OR -L-- ("ja MAXIMUM A.S.D. OEM PRESSURE PIMM (P.M.) (4 A, -) CONDATTIE & Wow INSTALLATIONS t 2MO ir-O. SIT) Fz*-.r W-W ino 11•4' Iw-r J" 4" MP` -I, 01-4^- 430 *,-#- 1-4. 3110 a" r_r Sao jr-Ir r-7* oso W-0, 11-4. 99LO 8*-#* fil-r fox 81-61 Na" !10-0 J,-7, sme '�l-MIMUMn AT EACH D.M..01 O. LXREC[ MOUNTED AT EACH END* MAXIMUM PANEL LENGTH OF "L+" OR *L-" (".) a mwmm X&O. OEM PRESWK M"= (+ CONCRETE a wow MULLANxis t L& I L- ll,-r w_r .1114 W-101 V-9, Sao 01-0* $1-2 . 4&0 r-r' 111-r r-r #,-2, sao W_r r-ol 01a 4r.1. 11". d" ?*,r Y&O 7`-W no 1-1. sai- no Sao Two F- 5-re 1020 11.1. S1_r Ifto 0--r 111'-4' no n." 110.6 AMIWRPA SEPARATION TO CLASS SIaEDtAE MAXIMUM PANEL LENGTH "AD SPEED 4 170 A4,h WELD Blow ), 170 w". (10) UNRESTIVAM PETWEirfow 30 GO LIMS I. 1 1/4' >3310, BEEF /2 7 wr a90 ED 145 7 1 7 Ir ­4 -10 7 1/2- TOP BOTTOM cow MOUNT 1r HEADER v HEADER u"tSTWw AMM 711" �, Ir MAX AMU JIDw r TRACH Dow MOUNT w 32 1. .SIXI.Ir STIR AMU 3r 3r 3r 3r 4r Sir 3r -r TRACK w w, 1. or w ANOUT Jr 32' 3r w _w w Sr 32-_�V �3r I W I Sr W __ I L 0-w'.g.-Y a NNE IA 88") I- LAG SCKM 0 5, me fl, Ax., 14REAM PDvmA%M - Z1ErP1=1%A7 El 1/4-0 LAE; UK" 0 Ar ar, w/ I 'Ir W.- TWWAM POONMO M C"FM WOOD NEADM CwR M. ow V• 12 Ot -R,�vv,-Emnw 0 /4--2W/4- AM OWULAICI %Q) VPW/ yet"3/32o C.A TitIII t 1/0. LAD SCRIDIS 0 1 000 't. 41 LAY on ON off I&L.311i"'A.0w FLORIDA lUILDING CODE INah Vskunft HuM-- 7­11 1/4. 3/4, 4/5. 5/5 & 6/5 I W/6, 2W/G. 3W/7 & 4W/7 OVERLAP 2/4 1/4, 3/4. 4/5. 5/5 Ai/S 1*1W16. 2W/6, 3W/7 & 4W/7 ANCHORS Mu SORMS ON Diem 9. 10 ally REGULAR STORM PANEL nj ELEVATION /4- M. GAP 2817' GOAL OARUP -1 wax %KIM SECTION A- 01 (1) L*; Vk'PM ALLCWQU PANEL LOOM FORA OMM PosnK LSD. OEM LOAD. I- MAIL ALLOWABLE PANEL LOOM FOR A amw NEGATIVE A.S.D. DENO LOAD M poonizin 70 WMPK wrinfunt ANAL LENGTH GIVIN A POW LSD. DESIGN LOW. WRMM MAO" AMM LENGTH 'L+' FROM SCH GIVEN A NEMM A= OEM LONG, DEnMMIC MAW&W PWft UDIVIN 'IL= FROM 50 nFEAL WMN AUCVBLE Mft WON IS NOEL TO THE hWibRN DEfDMdMW PAIR t KPMEEN "L.'"s 1_ . a) SEE -SHMULE on" FOR MIN. PANEL LEMON FOR POROSITY QUALIFITAIM [ WHtAtLATIONa PREG WOOD AGE LAIRD 70 195 &&L WX A.&O. DENO PROM= RAI= #I ITT a 11 FOR WAS. A'Sa omm Low A, MAX. PANT LEMONS FOR 44167 TE OF elm Vk"M =� 7iLrE C 0.... 24 OW GALVANIZED STEEL STORM PANEL I^ am& Pwmcnow PRomm LLc. RID ....... am $4 IT tnTtNn pow WOW-16* Ift SILICA A, W A" P-L 20-175 Ono" AV, 1-1 . .- , I F""9 ! 1 son X or a (C) �1 7. .. PANEL SHOWN ON TIMES; ��� DOCUMENT (PLED.) PAS KM %TWIED MR OOMPUNMM Ik ACCORDANCE AS W"AMURM or LT.W. BUKMXI NC WITH THE Au (Tol w0k) or M FLORIDA ex"M Com THIS STORM PANEL VAL NOT K WSPALLED At "I" - 014-10 PAN111MANE 11111VILE 0 AND PANIUMATE PLUS ANCIFIDIM, AS MANUFACTURED BY ELOD PRODWIS, BROWARD C V11OCETY k$LMRItlOAPE =IrDW COUNTIES). 1�4# LAG SCREWS PER ALD.S, DESIGN WIND LOADS AS PER SECTION JBGP Or THE ABOVE MENTIONED CODE FOR A SAW WO r= 7 IV# . 511r WOOD BUSHM. AS DWANMM By ALL POW SCREW, BOLT & SPECIALTY CO. SPEED As Ampito BY THE AORINDICTION WHERE STORM PAPAL WILL BE INSTALLED, AM FOR A FACTOR KO-O M tSM ASCE 7-,6 AND SMALL NO EXCEED THE MAXIMUM MD.) DES" PRESSURE PAIN" INDICATED ON SHEETS C 1) ~M WXADED KNLTMTOM NEW MW OF TAPCOM ANCHORS SMALL K 1 1/2- AND I- MR ELCO PANELAWFE PLUS 3. 9 TAM 12 & 17,I& AM PARELMALE FEMALE IT) BE ORDER To VMW THE ABOVE CMMTKK ULYNAIOE DESIGN WOO LOADS WMUSNM PUT ASCE 7-14 SILL BE FIRST REDUCED to #.SO' DESIGN PRESSURE RATING EWAMYM THEM BY 0.4 #1 OR" TO CCM%K TIM 01 MOX (A.S,Oj r-2) MOWAN rAWAOM PENETRATION OF LAC SCREW. INTO THE MW FAMEUW 94ALL K 1 1/2'_ NO THREADED DESIGN PRESSURE PAMCS INCUPED ON SHIM A, 9 TM 12 Jk 17. 18 PEN M"M INTO STUCCO SMALL K CONSIDERED AS PANT OF THE NO"= rMAM PENETRATION IN ORDER TO VE01=1w ANCHORS ON INS P.EJ). AS TWO WERE NOT OVER SIRCM. A JIM INCREASE 94 ALLOWABLE STRESS FOR WIND WAS = USED ON THEM AMALYSIS. FASIENEXIS SPACING TO WOOD HAS BEEN OMILvn IN MINIMUM 0= DISTANCE OF LAC SCREWS. INTO WOOD SMALL BE AS WOMOATO IN THIS Maroc ACCORDANCE WITH fCDAL 2010. STOW PANEL'S ADEQUACY FOR IMPACT AND WO RESISTANCE WS BEEN YOWW IN ACCOOMutu WITH SECTION 1609.1.2 OF CA) NOMM PENETRATION OF MW MS SHALL BE 3/Ir T/4' 0-20 SCREWS USED SMALL K I 112• LONO MNMM THE ABOVE MENTIONED CM AS PER AMERICAN TEST LABOF SOUTH FLORIDA REPORTS001214.01-01 AM 00219.02-011. AS SHOULD STACCO EXIST. AND I' WSAW FOR WALLS VAIN No STUCCO. PER WID 1 9-" & ASEM E 330-02 STANDARDS, AND WOW.M TESTING LAB SOUP" FLORIDA REPORT #112301-10 AS PER TAS-20I AND US-203 PROTOCOLS. AND AS PER CALCULATIONS POWOfteD IN ACCORDANCE w/ SWITCH 1604 Of THE C,5) 04 CASE THAT PRECAST SITOME. OR PRECAST CONCRETE PANELS. S!W00 ON WOOD BOOM K FOUND ON THE EXISTING FLORIDA BUILDING CODE WN.L. AN MM SMALL K LOW ENOUGH 10 REACH THE NOUN Snkc?tm 00" SUCH PANELS. ANCHORAGE SEAL K AS MENTIONED WE C 1). C2) k C.4) 2. ALL ALUMINUM EXTRUSIONS 10 HE SM-10 AHOY AND TEMPER. (UNLESS OTHEINTEE: NOTED) SEE OW 2 (0) AN04M SMALL. BE INSIALIT) FULWW96 ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MAWFACTAER .1 ALL ALUMINUM $HIM METAL USED AT CLOSURES SMALL WVE 3105-1114 ALLOY. a PANELS MAY ALSO K INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROWN 6 (BEETS 4 #. PJA STEEL SHEET METAL PANELS SMALL WAVE STRUCTURAL OUALITY STEEL ASTM A-553 GRADE 80 WON". C-00 GALVANIZED 1iMOTIC11 5) EXCEPT THAT W-400100 A* SKALL NOT K USED. STEEL DESIMAROM W/FY- 92.2 k. (AFTER RULED). V. IT SMALL BE THE RESIOMMM OF THE CONTRACTOR To vowy PEA: SOUNDNESS or THE snwpJRE WHERE SHLITTEFI 15 TO BE 5. ALL SCREWS To BE STANAESS STEEL 304 OR 316 AS SUM OR CORROSION RESISTANT COINED CARBON STEEL AS PER Oft ATTACHED TO INSURE PROPER NOCHMZF VHST"SNUFFER SHALL. ONLY K ATTACHED TO CONCRETE 0-= Oil WOW FRAME wi�mm 50018 W/ 510 NO VIDEO STRENGTH AMC 00 A. TENSILE SIFFIENOTH AND SMALL COMPLY W1 FLORIDA OWLMO OWE SECTION 241143.4. 10 EACH REGULAR SrDRM PANEL WITH LVsTHS OVER W. AS PER SECUM 1, 2. 4, S, 6 AND AILTER1401MVIES 111. AN & 4W ON 94EETS 4. S. 6 & I RESPECTIVELY: SWALE. HIME A LEOME AND READILY VMW WEEKEND INSTRUCTING OWNER 001 TOW TO a 1111=5 TO BE ASrM A-307 GALVANIZED STEEL OR JUST 304 SUMB STAIN M STEEL WITH 35 k5i MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLJCMPUE R014FORCEMIN11' DLOWX PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SMALL BE AS FOLLOWS. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WIN THE maTO PREVENT WM/RW INTRUSION (A) DOW PO.A. =9= 1/4 'P TAPCON ANCHORS AS MANWACTURLD BY X.T.W. SMOCK. INC (Min t'c-3492 P• J 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED AN THIS DR40M PLUS ANY BUILDING NO ION04 REGULATIONS 1/4• 0 x P/Ir CALX-4I ANCHORS. AS MANUFACTURED By OE%ALf IMC PROVIDED BIT THE JURISDICTION WHERE POW IS APPLIED TO, 1/4"0 w 3/4' 1110LID-SET ANCHORS. AS OSWASUMD BY ALL POW SCREWBOLT A SPECIALTY CO. (mt. r.-3m 0...0 13 (a) THIS PRODUCT EMMLUKIION DOCUMENT (P.EJO.) PNV%*= GET THIS INGRIDER IS GOODC AND DOES MCIT POMM INFORMATION 114-10 PNAUV1AIT FBI," 0 & IMINELAMITE PLUS ANCHORS. AS MANUFACTURED By ELCO CONSTRILICTION PRODUCTS FOR A SITE SPECIFIC PROJECT. Lw WINE THE SITE CONDITIONS IRMTE TOM THE F-ED Iles ZAMAC MAINANCHIORS. AS MANUFACTUATED iN CERAM INC. (b) CM~OR to K RESPONSIBLE FOR THE SELECTION, PUK"% AM INSTALLATION INCLUDING LIFE SAFETY Of INS PRODUCT A 1) MINIMUM EMBEDUM OF TAPCON ANCHORS INTO POURED CONCRETE SMALL W 1 3/4% 2" FOR ELCO PANELMAXE AND 1114SIED ON THIS A," PROVIDED HE/SHE DOES MCI DEVIATE FROM THE CONDITIONS DIVIA110 ON INS MMWM CONSTRLKTM SAFETY AT SITE 6 THE CONTRACTOR'S RESPONSIBILITY 4 3/** FOR ZAMAC MAKAN ANCHORS. (4) INS PRODUCT EVALUATION 000 UMENT WELL BE OMPOU" INVALID W MODIFIED k2) CAX-IN a SOLID -SET ANCMM SMALL BE EMBEDDED 716- INTO ?HE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL K PERMITTED' Ile 0-20 SCREWS USED SMALL K 1 1/2' LONG MINIMUM 94WW STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REEMERED ENGINEER OR ARCHITECT WHICH SELL BECOME THE AND I' MINIMUM FOR WAUS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL Tw"w SCREWS W/O MEAD, DWOMM OF RECORD (tO-PP) MR THE PAMUI AND WHO WILL K RESPONSIBLE FOR THE GIVE WITH wm MUTS PROM USE OF THE P.E.O. DIMMER OF RICORD, Acnic AS A DELEGATED ENOXIM TO IK P.F D DaWSK SHALL USM TO THIS AATMR THE SITE SPECIFIC OMONGS FOR REVIEW. AsI IN CM THAT PRECAST VOW PRECAST CONCRETE PAN" PAVERS S10000 OR "M BOARDS K FUND ON THE EXISTNIC WALL ON FLOOR. ANCHORS SMALL. K LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS THIS P.LO. SMALL BEAR TIE Mt AND ORIGINAL SEAL AND MWTURE OF THE PROFESSIONAL ANCHORAGE SMALL BE AS MENTIONED IN At) AND IN A.2). ENOMM Of RECORD THAT PREEINVIED it 14 SHLITTER ~ACTUTIER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOW 1/4' : TAPICON ANCHORS AS MANUFACTURED fff I T. W BUXM. INC. PANEL SHUTITER IN ACCORDANCE WITH SECTION 17011.111,11 OF FLORIDA BUILDING CODE ONE LABEL WALL K PLACED FOR EVERY OPOM LABELING To COMPLY WITH SECTION 1709 9.3 OF' TIRE I /4' • . 71W CALK-01 ANCHORS. AS MANUFACTURED BY OPAPALJ, INC, FLORIDA VALOM CODE. /4'0 X 3/4* SOLID -SIT ABHORS.AS DWRMM BY ALL PONT SCREW, BOLT & SPECIALTY M #14-10 PANELMATE FEMALE To AND PAMELMATt PLUS ANCHORS, AS MANUFACTURED BY EUDO IN Ile a ZAMAC PALA ANCHORS. AS WM"rFLOM BY DENALl. INC ......... .. ... 8 1) MINIMUM EMOMENT OF TAPCOM ANCHORS. ELCD PNO)ATES ARID ZMAAC WWAAJ*ITO THE \�GEN FLORR A BUILDINGLODEDion High yowl -NY cone Zo 9-M UNIT SMALL IK 1 1/4'. . 9.2) CftX-IM a SOUD-SOLO-SETANCHORS SMALL BE EMBEDDED 1115' INTO CONCRETE BLOCK UNIT. No %,44 II. FF. 7 FIXIImc 24 WA GALVANIZED STEEL STORM PANEL grim F®r STUCCO SMALL BE INERMIM 1/4. w-20 SOtm USED SMALL K 1 1/2- LOW LW O" SHOULD ow. * AND I* &MAXIMUM FOR RILLS WITH NO STUCCO, STATE ML F.-C _�O... GLOM PROTECTION PRODUM LLC. om. / =T . .00 &W I'I smw 6 3) IN CAR THAT PRECAST STONE. OR PRErAgr CONCRETE PANELS. STUCCO OR WOW BOARDS K mLJT VESMO & EXISTING WALL ANCHORS SMALL BE LONG ENOUGH TO REAC" THE WIN STRUCTURE BEHIND SUCH '....R1 .... __ - lz�•[MAIL A. 301. 4M 20-175 ... MA AM P&QUIP-744L "A woo ANCHORAGE SMALL, BE AS MENTIONED IN 11.1) AND IN 111.2) 0%-Own" 3FER Will ZMEMUN 2�.! � I 0`10 " � . nxm U A",tWar 1 v is CI I I�N I [TER 0 01:4 0 1 L-ViTTRANAelij kl;n 9-1 N! 31194 L _ _w. - I sgpwwN • SEPARATION M SO4MME GIANTS To GLASS ntsrdc F I V Moo. 41 (SEES -4 ON SWEET 3) PANEL. LENGTH ON SWEET 3) 10 M (SEE SCHEDULE uo, ON I I PANEL LEMM CoNeXim MCHEIRS L- (SEE SOREDLALE (SEE SCHOXPLE ON A ON SAW 30 SMELTS 2 THROWN I wx OF V EXESIV, MW 61I135 1 us E Mbl' BOIL I OF V 0 1 Ile E.G. 4- F-4 ewmAnNot "TAX -y. I ix 1 Imm TO imm of REDUCED . ILL w/ am ALTERNATE CONCRETE PORED CoNCREw APOMM ANC"M vtAF (SITE SCHEDULE ON ON SIMS I THROWN 10) SNEETS 9 TIOM" 10) SECTM I &"a loww SCALE 11,11111' WE ON v MAX. PAN111 LENGTH = 111CMDRALE ON SWEET 3) "weam (SEE SCHEDULE OEM EXISTING mum CONCRETE Elt. to 50111"'ift, at CONCRETE M= D. FEGUMM INSTALLATION DETAILS FOR REGULAR PANEL Q) INSTALLATION DEWLS FOR REGULAR PANEL (I INSTAUATION DETAILS FOR REGULAR PANEL 61) INTO WOOD INTO POURED CONCRETE OR CONCRETE BLOCK INTO WOOD STRUCTURES w, SEPARATION ALTERNATE CONCRETE `t7 TO MAW SCHEDULE ON ou SoviuE LED ON A SHIM 11) SWEET 3) CONCRETE ANCHORS A. P&jn QwcxA:E1_._ g . Exams POUND) IDONCREE-g- memo THROUGH 10) OR co"cmm BLOCK wvmom cagnme uffix, am r-4n ADEQUACY OF OR comcrm BLOCK BEAM ITT BE w % PANEL LENGTH AIEGISI OR wAum. LED Rommu. mos. CONCRETE ANCHM D. ARCHITECT I MTRS- � I (SEE SCIAMPLE 111000 ANCHORS I [SIDE sCHEDULE 10 MUTTER ON SWEET I INSTALLATION. SHEETS 2 THROUGH I (SEE SCHEDIAX ON ROOD ANCHM ALIUMTE 11000 ANCWQ_RL No, SWEET IT) SPACM WOW -trm SCHEGLXE am (SEE SMAIM" ON "m SAM glaw OR MAIL vim 11) W M womko Am FACER or V SWEET 11) 0 if I/r m low 48 1/4- 1 MAX MAE r WOOD REAM f REDUCED 1/e MAE WOOD WEADIut_____ r VIE- Wfl ED SWEETS S THADUCH 10) 1 i - m mis 8 v G) IEPEPI 1 6 1/4' 114 'Aw I I "M MICNORS (SEE SCHEDULE -N pw IT.) PANEL UNGTH L ALUMINUM TIMERS 0 12 1/2 1 2' Dis IT MIA 4, �u - Mid ON T I w no KIM, SEE MINE - BELOW FOR UMITATIONS FOR SVMArON V WAX, PANEL IWAX. I lIr LONG; SIEVES. 14 LENGTH 10 GLASS, WHEDULF PANEL L04M 11 SCHEDULE SEE V (SEE SORETOW (KE MA, SEPARATION TO GLASS. TO atm (SCE 9 & low ON SCHEDULIF __PAMIEL MATE TOWS ID OR PANEL WAIT v M_ SCHEDLU ON I ON sHw 3) SPACER GN SHEET 3) ON 9111�11T 3) SWEET 3) PLUS (SEE SCIM)ULE ON 94M I I) ON STREET 3) (M 50"LU ON SHUT 3) 1 M". I - __ ---- - ---I -- lrvao '" Sm" PANEL LENGTH v Ara Am. =111=411. PAM LENGTH earl Av- A 1 M SCHEDULE (SEE smawl MIN'RiMIT) PANEL LENGTH I SEPARATION V MAP, _"v CLASS. 2'w4' WOW PANEL LENGTH am SWEET 3) ON WA37 3) (SIDE SCHEDULE _01­4r�To C7 Ex 1 i ON swrr 3) SCHEDULE- PLATE REQUIRED! (SUE TMQ I ON SWEET 3) I --(D aim 3) I DWSM maw wj low 3) Six L I 2w ------ I OF OF V rMul F_ 11 ALTERNATM I 4(j) SCALE 3/9.1, 1 OF -1. MAN. WX. 5011 I SEE TABLE #11 ON SHM I I FOR MAX, PANEL LENGTHS I A, OF V -1- 1 Sax 072 1/2- D.C. OF V MAX ALS.0 DESIGN LOADS MR THIS INSTALLATION. OFT' 11 411, $2 I/r O.C. MAXo IT MAX.Ma0 12 1/2' D.C. No wmil ALLOWED L. C 8 112 1/2- Ot �Jj CONCRETE v CONCRETE ANCHORS Ex (ALE SCHEDULE (BE SCHEIDT" ON VITOOD, APICHORS NIZIE; OF WALL Olt SUIVII SHEETS 9 THROUGH 10) SHE 9 THROUGH To)-* 14(�)2 1/8- VIEW VAX. MANWAN STAG W/ STUD amotm• CONDITION) SPACERS 0 =' D.C. VALID FOR Tt___ = SCHEDULE ON BPN= 14 few w I tjr Low Art L i j I ­ __ - WOOD ! "74 PouRm CONCRETE Exiaric; PDAM CONCRETE ALL DESIGN AND PANEL SWEET 11) (1) MMAUMM 8 L� To A Wg =W VAN= OW MIT-r 2.4' WOOD z it wA � mw ~ (00 4 a pEmmmim "M AW 1�__ PC,; REouwtm FAMM ANC11ORS CONCRETE BLOCK LOIGM PER SHEET 3. ANCHORS SCHODULr. ON :Itm Olt CONCRETE BLOCK 2*%4* REOLKIM WOOD Cw 11; r *A%VM am$= 10. TAX, CONE ALUMINUM FACERS 0 Rtoupw DC. PLATE Rewaff wow SHEETS 9 THROUGH 10) _E.D­ (Sit TABLE 11 ON ;I AIN. wNionow To wa -1 _?� T SHEM I a STM w o" rlm ED') smw I ITT Of A woz (ALE BCNEOUL6 ON(SEE SCHIEDULZ ON wo As TIE PEWRO =: SWEET 11) " vIW 12 oz SNWKM mLoom on CEILM AwLQ;zg MOUNTING WALL MOLAMO 4WQ MOUNI W/ZPACERS Oft a 44K -0 W q 0) wx as "a PANEL um" a Lwmm ITT w a ANY on" =A OMPAMM FMM L4MO PAWL UNOB ALLOW ON IC mmoo zmw Pom ENRON a WALL W RIECT MOW Tom I* TROT 2 ALTERNATWE ALTIERIIIIATTIVE I W PAN AN CUM WQW MWAI WALL WZLaAMN or I Yr.LT, == "AwnAint" jw SCALE 3/8-1 BEM SMM FAGL NODUA"M 4 OILY SCALE 3/8-1- MM RUM 2 TAW WALL 2w (411 1111" UM OR= LW IBM SMALL PAT A NWM ON ALTERNAMIK MAW "10 w Ifta FM 1.2 6 SCALE 3/9-1- SCALE (4) m5wLom wul ORLY no vow 9-nn $wow Am THE 2= (711, offoo OF THE Rom c TIN =I= 1. 2 AF 3 AIR AM f Ram am JAL A. ..... ....... 3. E . ......... No. 44167 FLORIDA BUILDING CODE Non H12h V41110eft Zone) % FLORIDA BUUM CODE (Nori High W0019ofty ne Zan*) NOTE FOR FLORIDA BUILDING CODE Obn High Wool FJ.NOM FOR QQMHRIM OF SECTIONS: 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S 0. 1. INSTALLATION No. 44157 am ILI= ME U OW GALVANIZED STEM SION PANEL TOP B; BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (PAJ) AND PANEL LENGTHS SWE or U U% CALVANIZED SIM UM P MIL E C -0,... OLML PROTECTIION JECTS TIT: TOM MR COUBMAnM OF SIECTIONIL Top & BOTTOM ABOUNTENGS CANE AS PER SCHEOULES ON SHErt 3 (EXCEPT FOR INSTALLATION. 2, FOR NEW WOOD FRAPPE CONSTRLICrKK WOOD ARM" "-vm w- .44167 um %=k Aim 24 WA G&VANIZED STEEL STORM Pon own ft DESIGN PRESSURE RATING Cp�s. 1) AND PANEL' LENGTHS WAN UP, COMEENED IN AW WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 STATE KouL MRCM Pomm, MC. COMBINED IN ANY WAY TO SUIT ANY ALTERMTE 2W) GLOM PROTECTION PRODUCT% LLr_ law, ARE ONLY VALID FOR MAX. A5Z E.D. - EDGE DMANCE INSTALLATION.IL E MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC (SEE SCHEDULE ON TOP & WTTOM MOUNTING.5 CAN BE W. ftffiov�. m Lw. IH wr DENSITY OF OM ON EQUAL �pl wl.=Wt =A ow IFIL Snu VXA - 'Lai Sim SHEETS 0 & 10) COMONM IN ANY WAY 70 SUIT ANY ........... 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD eoiv A! INSTALLATION.RM MEMOEFIS TO BE SOUFFHERH PINE No 2. W/ SPECIFIC I'm OH)mm�" 20-175 M-PAN, "we or4� FIX: c4-oww or� ft. c%-oomso DENSITY OF 0.55 ON EOUAL. %we A. '"i PL ow A,- PL I AVX- w;FAL Ram Cn > 2 _0 2 cL M o -0 Q_ 0 a) Cn 0 0 0 -0 .0 U- CIO I*- 0 ICU > E 0 - C Cu CU \11_( A. C, C3 O CV cc S3 :A: 0 0. C= io CLIP .1) Z.. W Q CZ cT M to tj Cn AVC w Cu 0 L-A Cf) CL 0_ CIO 0 L_ Cl) Cu M Lij z z .-i SHEET NO. SH 1.3 -, -, -,wM& I -1 , 1 _.:J41A11, i i -4 JJLu L ..L. 1,L.1.s1 1 , I I L . & I - .. t , .. - " 1- -- - - END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL M SYSTEMS 1 1 vAlEsy 1 ^� OR Ir . -r . � AIr Ow -0 LO• 9 801E WITH1 10 . 1 3/4• 1 r2 I/2• vow a 1z<oA. +• 1E OR i M' E.aOD rMY�+ Pglll® 1 1 1/490: t 3/4• tNCpl 1 2 1%I 1 L- fi�'1 g101d1 B Ir a��.,� ,,,.%%, !4+• WOOD PFAW 1 Rmtr» -`�! lJR♦�. Now FNMA ' 1 EaA.. `�_ r'�fPLA1 A1N� 16 Im LttoaialsMM Ir oawm 1 r . r . on*ow W r,r. Dar10- W< L <t>•t � ; Nltw AN01I OR Am'3,06 NI14 S`w mm CO omn. OOImm t-- ,• II- YERA AM DIM /WE :6 � rw wm nvm 1 2 ,A. ....i 2 4M1 Mm CAP -O a ,a• 6.C. oa-M . Olt go"- NL.O, W/Mcg6ir CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASED (PLAN) SOME 1/4'./• sclia 1/4-.,• SCALE 1/4'.1- SCALE 1/4•.1- M�Eft#iVLMME �'�J/1 4 PMa1m caMpE1 ,.., -W"W tlst a own gE L61L �PINIFI Pau= 0OO6.Ta 6oCA vARES� -.� (L\ ®1�(6 OR rwe 6WIm '., soft OF we" EO pI $m 6. II OVERLAP wraw OPENING TWO" CONCE7L C011c11E,E IBp{p111[6pW i1M11[ r M. 1(� V ®tv" rw1E IEOY1Na : rs ,Platy! ,` io t ,q a•N• WON FINITE lJ � I 1 3/4• V4.. ItaolR:a � ; 7 VANES s - ©OR® 'Jam �i7 ww a ANcs W 5• IM.1 1 WILL w4a cur Be PANEL) OISIANM 10 •�--- 'gWMm-IUNO-i�.� � WNM 1 CASE G (PLAN) \2.! ww. , ER A: tu(Ij scrLE t/+Lt. e�: 3• '�,�CENS`'' " VMD FOR DOW MOLRrt RsrAUA1aN ONLY IS COMM PAM INSTALLATION AT WALLS W/ N0.14i6J DACE LM VARIATIONS "THIN 3/4- * FLOWDA BURRING CDOE Non Welboaft lWrlleono Zor1a CAS E (PLAN) CASE F (PLAN) ss�e�• F[ORID�•: aamo atLWn W-2t GAGE GALVANZED STEEL STOW PANEL vNiN w. SCALE 1/4•.t• SCALE 1/4•.l' St7. GLOW ISMIDiKNI PRODUCTS LLC iL E C O E«e. tMa p4•"� MI4M SAL ill MM /f♦ "a.�'+1W7' ,u, a�.- n >yMs, n_ m14 20-175 ( l P... SEE . W w PIBNL LOOFMPR-7M4 pK: Oa4IM I6f DROaM NN r 11@t 6 p 1♦ G-OOM7w16 a P.C. 4%,/R4NtIX[!m[ IRLIR A A. Paneso jib (VALID ONLY FOR PANEL 1011 ALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 8 !L 7) MAX A4LO DESDN PFAMSRtE RATING (P-1.) MAXI" MCHIDRS SPACMO FOR ELL • AS SHOWN ON SHMIS 6 At 7 APPLICABLE I / t ANY CONSPY010N OF, Imm AIAIa1LIM PAN& LEN M V CIL) TAPCON LAG S2E1Y PANUAAIE FOLME D PANELaLTE PLUS )NOGG sLSIN1G 13• IT IT IT t3• IST IT Ir 13' it IT is (solao 6 I/r 6 1/2• a In. a t/r S IA. RIG (RCP) - - 0 1/4' 12 1/2- 61/4• amT.•) S'-r OR LESS a' a' B• 6 - "MM) 1Y IT IT IT IT (WP) � -+•t' LESS is" 13• fY 13• 13• OOTYM IT IT 13• 13• 6 IA- W (ALAS) IT IT it IT r la Wff*) 6 1/2• 6 t/r 5 1/2" 6 i/2' (TOP) - 6 1/4- 12 IA. a l e (BOGS.•) W-r 4 1/2' 4' S 'A* (Wn � --A- . 1/2• 4In' r r - a01T01) 10 IA- a 1/r 12• tr 4• (TOP) Ir,r t3' ,3• a //2' p61TON) • SEE TABLE #1 FOR MAX. AS.D. DESIGN LOADS i SIX. PANEL LENGTHS WHEN SPACER " IS USED, OMIESPONORIO ONLY TO ALTEAHYRE 21V ON SHEET 6 Mo. A.S.D. DCSION P EMA E RA161G (w-) MN6WM ANCIIDRS SPACING MR LO, . A5 SHOWN ON SHEETS 6. IS 7 APPLICABLE W t ANY OF THEN NIXNUN PANEL LOOM (ft.) TAPCpI U1O SCREW PLVHECILAfE FINALE IDPLLS PMIEl11A1E WOOD BMSSRI IT IT IT +r IT• IT IT 1Y IT r its aORcN) a 1/2• 6 1/r• 6 I/r 6 ,/2• s ,/2 Its (WP) - - 6 1/4' 12 //r 6 1/4• (wry")OR s'-o• r 7 t/r r r - (RO►J t 7 IA- r r Ir - �,3'- Dw (Bo11w1) 13' IT- IT IT PO) m-46 +76. -76 IT IT 13"3• 1 IT (BORON IT IT 13" IT ,c-- W ,r IT IT IT 6 1/1. ITT (WTTOM) 6 t/r 5 ,/r 6 t/2• 6 IA- 6 1/2" (TW) 61/4- 12 1/r 61/4' in aum. 3-F-0- 4 1/2• r 7 1/2• 7 1/2, - (POP) M(eO4 Y S• 5 1/2' 61 a' - ,T t2• tY IT S IA* MM IT I IT +r 13, tr IfN MOT-0 • SEE TABLE NI FOR tAAX. "D. DESIGN LOADS AL MAX PANEL LOOMIS WHEN sO-0 IS USED. CORRESPONDING ONLY TO ALTERNATE 21Y ON SHEXT 6 2&z IL a A.S.O. DE9R)EI LOADHIEL MAMM PM LENGT 40 PSF OR LESS 8'-r > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF W-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MAALE ID OR PANEL MATE PLUS AN.HM t W/ " 1/2- O.C. COMMETE BLLoal REDU•IED. i/4•s A" ANCHOR O I Fy//0 >n t XMLV, BFE Is a Is FM MPM6 RrE a witm roR P6MIATON3 INTO SOm MA UILDM . MMaaA Now s► mm me MWMaA mE mvm ARE IWMAtm ON 7M MORAL MO EA. Lass T-M "Cam M t wau 1 m AI IMOR SPACING BY MAMLttW wom so" am ommaa M TIE FOUOMA NICOM TOR R6 OPTIMUM 10 E mm BF em W AI M MMW FAO,M LML NO E un "aft MWN VIA MI IIom= FOR 0M Now TYR on THIS Norm" INN , AOIE 1WE W.Gr ame aM AROSM vow eN 3 3 •rrRIs1M ww W 3 3 a a ,R IgFNr W HIr1N RMr p1) ASNL EE s6MIR aEltw -1 yr w - --- r DAD tm 'Ir 017'VCENt:•*.`Ff r� #� FLOIDA 0,14 O CODE h VWO@HyNurleaMW ZWO O°MD ,A,14e. P¢ 24 GAGE GALVANIZED STEEL STORY PANEL F>. WAS aP TE STAAM � TI L EGO=--c L PROTECTKRI1 PRODUCTS. U C. •'h7t1 ,�, OD. A .ONI n qM s,.rr... aYD16RIM„ PL 20-175 INKMM Ns. /ONAlEP I ANANII-WAt�r Pa EN/MMNFIpJOM ff PIMML ( )ON�73 Km 04iIP/-ANT • '•*' Mo N or is (VALX) oNLY FOR PAwm(D INSTALLATIONS AS PER SECTONS 1 THRU 8. ON SHEETS 4 t 5) MIX. A.S.O. P1E�M[ mrom MT6Ki MAN" ARCIIOFId SPMCMB FOR NWl Lo. PER SC46DOE BELOW APPUDOU MAXIMUM Lk `dM (Mt) MAX A.S.D. PR�IAK (PA i,) WX AY AMMONi SPACIO FOR MM LD, P®R 6OM EDULL BELOW 41 IPPl/0w SIC, 6 IIAOHA/ PANEL !Et iN RI.) TAPCOM MUD -SET �M LIMIC-NMDI ON3f-M t TAPOOR SOLD-w �E �M J l'-NMIM CMRA W W W W W IDN W W W W WOF TISY + -4a LESS ,r IT +r IT 1s• tr IT ,3• IT IT IT + W-r OR LESS �-Go +a6. -66 IT Ir IT ,r IT is IT ,r r IT r , W-r OR IFSS IT IT IT 1r IT ,r IT IT IT IT IT 1 (BORON) tr it Tr IT IT IT IT IT IT IT IT 1 aoT1cM) IT IT ,3' tr r1T- 13' +r 13' IT IT IT IT :ITOP) A• ,x Ir IF tT fr iT Ir Ir Ir Er 2 (TP) tr IT IT IT 13• Ir IT IT IT IT 13• 2 (BOTTOM) IT IT IT IT IT IT IT IT IT IT Ir ,t 1/2 2 (BORON) IT IT-T or Ir Ir ,Y ,r Ix Ir IT Ir 3 CROP) ,rr Ir Ir it 1/2 3 (TOP) 2 I /2 ,/2 - - 6 i/4• 3 (BORON) - - 1 t/7 2 1/a a 1/4' • i/4' # 1/7 t2 t - - a 1/r 6 I/4 3 (WT70tl) r r r IT n' r B• r r r 6• 7 1 4 (TOP) r s ,/2• 4' 6• 6' atilt r T 1/r r r /' S' + CROP) r - r I - s' - r - r - r - 4 (Wno1) r - r - r - r - r - s• - 4 (BORON) IT it 13" I IT tr Ir 13' it IT is, IT IT 5 (TOP) tY Ir IT 1r IT IT Ir 13- IT IT IT t 1/2 (,OP) 13• IT ,r A• ,r IT 1Y IT IT IT 13• IT a aOTIVA IT is, is, IT IT IT it IT NY IT it 11 1/ (MM) IT 13• 13' ,r IT IT 1r IT IT IT IT it (TOP) ,r tr IT it IT IT tr IT IT tr it , R _ - • 1/4' 6 1/4' 6 / 4• 6 1/r - - - - a , 4• 6 1/r • » - - 6 1/a• a + 4• 6 t/4• 61 - - - - 01 4' a 1 4' 6 amT.•y IT 5' tr to ,/2 IT 'T Is' r 7112 5 1/2 IT 4 ,A 1 CWP iw-r TO R IT a' IT IT it a 1/2 17 6 ,/Y B 1/r 6 t tr 6 1 t Clan To •'-•' IT 7• IT IT tr B 1/2 IT s 1/2 to 1/2 7 1/2 IT r I (IMMM) IT 7 I/r IT IT IT /r IT IV 11• r IT 6 1/2' 1 Council) t3' r t3' ID 1 t3• r IT T 7 //2 6 1/2 IT 4 1/2. 2 (TOP) IT r IT IT IT B 1/Y IT d ,/Y 9 1/Y s 1/2• IT 5 tilt ! (TOP') 13' r Ir IT IT s 1/1 IT a 1/2 10 1/2 7 1/2 IT 6 1/2' 2 COMM) IT 7 I/r 1Y IT IT to, it +o' 11• r 1T a I/r 2 (BORON) IT r Ir IT IT 6 1/2 IT B 1/2 10 1/2 7 to IT 6 t/r (TOP) IT 7 I/r IT IT IT ,r 1T to* it, r IT a I/r 3 (TOP) 12 ,/2 2 1 e 1/r 0 1/4' 2 1 6 1/4' - - 6 1/4- 6 1/4- twno ) - - 2 ,/2 2 1 6 1/4' 6 1/r 2 1 12 1/2 - - 6 1/r 6 i/4' 3 iBOTTOI) r r e' 5 I/r r 3 1/2" r 4' 4 I/r r a 1/r x (no) P IA' r r r r 4' r 4• 4 1/r 3 1/r a 1/2• 3' (HOP) r r B' IT 5 1/2 7 t/2' (BOTTOM) r - r - r - r - 3 1/r - 7 1/Y - (BOTTOM) 1Y r ,r IT Wr s Wilt ,r s Wilt o / 7 ,p• u (TOP) ,r 6 Wilt u tr u• ,r Ir it R r 1r a 1/2• a tT•P) IT r Ir IT 13' a V/Y 13• a ,/2• 0 1/2 7 lilt trIll a (WROI) IT o t/r IT 13' IT Ir Ir 1r 11• r tr 6 ,/Y (10110M) 13• r ,r to 1/II IT r IS' T 7 I/r 5 1/r 13• a (TOP Ir r Ir IY it a I/2• Ir a i/r • 1A.61/2• 13' 5 1/2• 6 D'OM - - 6I1'•, 4' 6t/♦• 6,/4• - - - - eI/4• epR.» - - 61/r a, a' •Is"a1/4" - - - a14• -IS SK ow It iM Mo*" WIGS a wam FOR On"UANi016 MI0 am mm o11s1IROt • MOWN AMMM 7P ma AND IAMMN mM Down AIR MOMMm oR va SOa ML roll EA LM TRAM omw o am mdvm mu APOID11 mm M M ULMLYIA VA&M SIOMN ON 50=11 6T M FOLIMM FWYCW AN %A OPLW M W E FoaM111a. MM 1/ItO G OeGnW VON MM OM Not E I= I" NISSAN SPN M INOicOM FOR EAtM ANNOMR TYR o, TIS SOOIAL 1YF'E ,/41 I/4Y ,pS 1/4% IyY tlefMOM _ )HALM SILE-M IMIR-Y wow Mo" WNW CIL) 3 3 3 a i till' 1 in 3sMPISIYBOf 3 3 1/r S. 3 ] ,/r 3 BRart¢Bni W6BW44 AMK OK O«OeTQ CM, FAOM 1 1/3•_ - - - - - r 1,m Me - ,m - 0.0 im - Im LAD •• SPACINGS ONLY VAUD FA(E14 SPACER s U6ED. SEE 01 MR DESK# LOADS IS VAX PApEt WHEN SPAICE'R 5 USED O or rY MwX t• MON. _...-------- - WE SECTIONS t ALTEMaMS ON SMEETS 1& 14. 15 tlej- s► R-IA/13. R-2A/13. R-311/14. \ R-111/13. MaLftA A3Z On" LOAD �Pwa 40 /'SF OR LESS W-8• > 40 PSF TO 50 PSF 6'-2• > 50 PW TO 00 PSF 5'-10• A MAX. PANEL LENGTHS ARE VAUD FOR NVALLATIONS W/ SOLD SET ANCHORS t W/ SPACER AT 12 1/2• D.C. R-28/13. 01-MI/14. R-28W/1% R-38W/16. O i 4Y-20Nt• SS BOLTS IS ! 1 t f L AiL ' (IISE FOR PANEL. 1D107N 1 i 1 L PA 7 )'. WETS 7'-r) j I IEL EML'M i ItEGIAAR sT PANEL 1 , i RELAa.AR �� PANEL '. I r-r • +40A -QA W. 1 1 --------------- LIFE SAFflY - (W/ 0~ HID PAEL IER17M BOLO -- - PANEL r-d r +60A -64.0 W. t 7 1 .. /_ l , v_ . -- .. ':. _ (w/o OIvsAP ISO Pmm UEIDM Wln _ J. I/..-20.1 _ M -1 - t - - LqE rAT � iioumN�6BI.�LEIYOTIT 1 IL.S. BOLOVTSEWWAA11rs _ i _ _ _ I 'AT v' I f I i �i �I -i=; 4 ', --� 1 1(ij"rioYa[-s-Li s�Fi• Ib'-- �-+ - ---+�-1-_ 1 _,- �. j f `IDGTION r In WET9"'7 d I PANEL BOTTOM CORNEAS O 4OVIOSAP- AP - AT LEFT PA Eli RiOHT PPAANELL r tz t INSTALLATIONS OAaY tMID :OR WBW It-IA/M R-2l(/13. R-sq/14 R-iB/13, R-2R/13. R-3R/14. t• MM+.i SPEED LP TO I- tnyN. R-tAW/15. R-2AW/15. R-3AWeI6. R-iHFf/1S, R-2BWilia, R-SBW/is. ------------- "'"••'••• (SEE SECTIONS At AUOSNMTNES ON SHEETS 13, 14. 16 t16},----- -------- --' ,/A- IM2. ,TAP LIFE SAFETY STORM PANEL n ELEVATION (t) I �` -(�) ZIP• SCALE 1/4•.l• STORMVAKL (L•t1 •'w -t Ow imum Mom,, irO S10iN PANE) LIFE SAFETY PANEL Is, M MIT EXTEMIR "odSS oR(o Gd SECTION A -A SCGNE 1/41.1• Pa fAl./saM17IW/013[ I 1 I/4„-rMr L T _.a1 u60.tI� i N I � V W% PAMEL UENOTH 1 ONN3S3) I i O I _._.� 2•.r ROE, \l PLATE ON N MANCH0R 0 S* O.C. STAOOEM W/ SIM -2-w TrCC, WALL kmXWTDM SCALE 3/8-1- mm 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (P.a. AND PANEL LENGTHS AS PER ELEVATION ON iL 2. FOR NEW WDOD FRAME CONSTRUCTION: WOOD MEMBERS TO 0E SOUTHERN PINE No 2. W/ SPECIM DENSITY OF 0,55 OR EQUAL,. 4mD /a011• Mw 24 UK GALVANM STEEL STM PANEL Mw PIP. EE C O pwmcnm Paooucm Ujc. am/noIMM Mal 4am ". sl OPW W. r a 1...41N.rt aN. MSc a 3m* 20-17s O� =O.H M-taN MOM (a4MMme-7HD, rw OM4).D•MB o1•DBOAfl 431. r. fIMIM MN DE ♦ 1AIK J» Pa s,� f 1 IN W u ,n ILL saA I TAPCON 21.41 so R s r O.C. PLATE 17;,, Ill r, YEiw?1y>tiNi9!a q A tlAalt '. 1.1 MUG. e. PAML. LO M 1 (SEE ELAMTWH ON BEET 12) n� V Ir •MAMMUM A.S.D- DESIGN PRESSURE RATING s f) AND CIMESPONDLNG MAMMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL M iN_V i ATI MS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL01 IMALLAT10N5 AS PER SECTIONS i THRU 8. ON SHEETS 4 61 5) lox A.Sm. Dam PRESSURE RGTM YAtINM ANCHORS StACMd FOR W EA PlOI 6CIEDIRF eC.ON APPUfABtE YM7MaN LWOMIM V 01.) MAX,is A.S.D.W PE wm (M• ,)1 DRUM ANCHM FOR IM EA PER lC1EDULE 6LLDM //iUG4[ MIAaaAM TAPOON SOLID -SET ZMAMC-NNLM cmLK-AI t (w TMC011 SOL�9[T M tAMAC- M Chit-W A N>OF 111104 tON LOOM IV (�) W W W W W OF TMv1 W W 1G W JIM2 W W TO +75. -7s IT 11• IT 1r IT IT IT IT Ir 1Y /0' 1 ,- OR LESS "Vila Ilk -lima IT r IT o 1. or 6 1 IT a 1 7 1 5 1 Ir 4 1/r 1 W-r I or IT it, IT it IT ITIT IT IT 12' 1r to* I aorw 13' 6 t/2• IT Ir it r IT r tr 7 1/!- IT r 1 a0w IT it, IT 13• IT ITIT rur� 1Y 13' IF IT Ir (TDP) IT r tr o i. IT a I/r it s i/r 7 I/2. 6 1/2• tr 4 ,/Y 2 CWP) TY ,1- 1r 13• 13` Ir tr 1. tr IY it I (BORON) tr r 13• IT IT B i/r 1r B 1/1' 13• IV' IT IT ,r ix Ir ,r 12• Ir to• 1Y r tr tr 13" s I/r ti• B ,/r 10 , 7 1/r ,r r 3 (T6P) f2 1 a 1/2 6 ,/4• 6 1/4.12 , - - a 1/r 5 I14' a0RT0Y) -- I //2 2 1/2 a I/r 6 1 4• 2 1/24 I11V - - a ,/4. 6 1/r 3 (BORON) r r r6 ,/2' 7• Y r 4 1/r 4 (TOP) r r r 5 I/e r 3 I/r r 4' 4 IN r 6 1/Y' 2 1/2• ♦ 0'DP) r - a - s• - r r r - r - (BOTTOM) r - • 1/r - r - r - s ,/r - r - (WRO4 I. it' IT 13• IT it IT IT Is. ,r IT Ir IT 5 1/2• 1Y IT IT r IT 6• Ir 7 I/r IT r (PO►) ,r Ili it Ir it IT is, it N• Ir IT to, (somwo IT 7• IT IT IT s I/r ,r 6 f1r 0 , 71 IT r WOROtl) IT III IT IT IT Ir 1r IT 1r ,r it Ir (Mr) tr r tr 01 ,r 61 tr 61/r 71/r 5,/r it 4 1/r MM a 1/4- 6 1/+- 6 1/4• 6 t ,• - - - - 6 1/4• 6 1/4' 6 (RCTT.») - - 5 1/r a t/4- a 1/4• 6 t 6 Ile 0 Ile - - 6 1 4- 6 1/4• / .-I IT 7 1/2 tx IT Ir tr IT Ir 17 s• Ir a ,/ I �,i• W •-r IT r ,r o i/2 ,r a , IT 6 , 7 , s 1 IT 4 W-r m Y-a• 13• 7 1/2' tY /3• IT 10 + IT t0 I/2 1 i r 1Y T , tBoT•rt) ,x 6 1/Y ,!• YY tr r 13• 6' /r 7 1/Y IT r , (sofWM) is• 7 t/r IT it IT Ir IT tr it' r IT 6 I/r 2 (TOP) IT r IT 0 , 13• 6 1/2" IT s itr 7 1/r 5 1/2• IT 4 1/2. 2 m 13• 7 IA` IT IT IT 1 IT 0 1 t + I• IT 7• 2 MOMI) IT r tr 13' IT s ,/r tr 11/r o I/2 7 i/2- IT a t/r 2 te0T10M) Ir 7 1/r IT 13' tr W , IT 10 1/2 , 1/2 a• is* r 3 (TOP) 1r r 1r IT IT a I/r IT B 1/2- 0 1/3 7 I/r IT a• 3 pOP) 2 t 2 1/ 6 1/4- 6 I/4' 2 1/2 6 I r - - a 1/4' • t/4. 3 (BOTtOM) - - 2 1 2 i/r 6 1/4' o 1/4" 2 Ile 0 1/4• - - a 1/4' 61/4. 3 Camiloho 7 I/r 3 t/2• r r 1 1/27 4• r 4 1/r r 3 1/2• r r 4 CROP) r r r 6 1/2- r 3 t/r r 4' 4 1/r r G 1/r 2 1/2' (TO% IT 4 a "Ma r - a 1/Y - r - r - 5 1/I' - r - 4 (MIT" IT 7 1/2• IT I IT IT to f 13• 10 1/ , -11F r 13' T iTOP) 1r a 1/r IT IT Ir r IT r ,r 7 t IT 6' (TOP) IT 7 i/r /3' ,Y IT 0 i it 0 1 1 1/a a• ,r r (sOTtoN) IT r 1r 13, IT s 'Ir IT 6 1/2• f0 1/Y 7 ,/2' tY r (60ROQ IT 7 ,/Y it tr 1r 10 +/2 IT +a ,/ , , r ,r :• s (WP) ,r r IT ,r a I/r IT s tilt ? +/s' s ,/2' Ir + +!r (TDP) s1/+•st 4. 614.61 +• 61 r s+4'a - - sl a'aveli 75 - - I- - 611'6,4 a !• BEE MHSF I I FOR AIKIARI Tm a womm Ton "SPUN" MW OM MM Kamm • wow III**t BMOM66 CIA MMMW EDK DMVJ Z NE M Mm ON THIS SOOAC 60 Lo List ANAL seWgm ON BOWIE NUAGI NOM WW:M d IIULM M 14011216 O MN ON IMMU SIT M POLLOWO P & M. POI " OPUAM W E POrLL MM WO MG WWAM ime MM MILL NMr R Last TWA IMMM wome 6BMMm TM WI NOW "K mown TYPE I S 1/iP1 aj 1/P• OP SaIKLI RWNUI I MaMtIil� IANLW AWWMM OL) a a ID t Wsa NGMMSrYANMusJ.i 6,Q a t3ry• r a a4pWtpmawo ttiltr EeeE WNW PAe1BlR W/r - - -_.-- r Ida - _ _ aMs wa nTI a lie •• S'P/IG L ONLY VNA WISH 57aACETt LS I1SED. SEE 1 FOR MAIL OFS10N LOADS t MAX pA14L WHFH SPACER R USED. --7AME.,l1 a A.B.D. DEIM 6OIt0 "NPAM 40 PSF OR LESS 81-a- > 40 PSF TO 50 PSF 6•-2' > 50 PSF TO 60 PSF 5'-10• A MAIL PANEL LMHGIHS ARE ONZ VALD FOR INSTAIAMON5 W/ SCUD SET ANCHORS BL W/ SPACER AT 12 1/2. O.C. INSTALLATION MAILS FOR UFIE SAFETY_L INTO POURED CONCRUE OR CONCRETE BU.GKSTRUCTURES BLOCK CONCRETE BLOCK CONCRETE BLOCK ED• 1w gM16� 1 x S�' PANEL LEMOM (SEE MM" ON MIXiT 12) 1 ae f tlV. •sUs'FI p.--/aT6.40RT a Y O.C. p(L.. `�TEP aARFD NCRETE W '-170116RETE BIPaac O. OR s� PANUS 12 MAWLEL M SCALE 7/6.1" No BEE man ,s t Is NM ANOMAB rfK III SPACING FOR MLLgM 6MM Ito WGWN APO" fPAalga ATW MIrsAI ON UM NWE ARE I INOM 1T11 1tM SCHOtAL POR La LESS I MI I NOOLIIO OM sC/ma NEDUM NOION SPACING A M LWLVDS S►AM Sam ON SCHEDULE Br THE FDUAWM HICIM roR im OPBLV M ro E POSIWL Rm11om WROMG mmm WING Fill=SALINWTEun,WIN .MAIN S"'m sico m FOR I" ANCROW WR M /N6 20111M.r ALDIE FIR S i/a W-W UP"" *ams6aa ON a . rp 'O.r4N QQ r1ANMtla1 .6P1N1N ar eW 3 1 now , , an =i/r NH - -� r ase 3 1jr- •it i 1OLVAM somivmm To CLASS. t CLASS `,r `+ I, / 6' Ir PANEL UDOM `� lr�y' f WALL u Rll. dh Lf INSTALLATION DETAILS INTO WOOD FOR UFE SAFETY PANEL STRUCTURES / r .. X irADOt .i IRA10[R • i 4Y TAPC011 ! 1 4V IAPCW AMC= s 6O.C. it ' j • e• o.c. I 1/r �, r/p• �}� (� Wilt : , i/4. t f 1►-` _ --_,_-.,-t -- a /r. _ xx a OL -. O •_ �_.. -., - .-.�._. OEmAIftA N 1 IIaBM a0 r+') ) CLASSLASS _ - - - -- - .. } N __+-_ _. __...__ 1• NA%• V MARL ---1--- a• PANEL IEWOM LCNWWrE--------- p 1 } PANELAm flt s 1 CODS SHEET 12) ON SHEET 12) a 1 tt,•�� f � p6 tl_'_-70 W1LS5. I L 00 ey._ 1 I LA s GLASS. 't •Eyt oe i r - j avyrm ED WOOS. RFAuutEb PMIREO YIE2! , 4Y PAN LNAIE PLUS /r PMEIAMIE PLUS ANCHOR O 12 I/2' O.C. i _ A 1p tilt O.C. v _ . nl INIIII A. Tf(�ill " �1ERA 44167 FLOMOA BUILDING CODE Men Nigh ValGe NNrrka,6 Sena STATE OF alaIN+aWoo 14G ST S GALVM(OZD TEEL OMI PANED. 24 OAK rim Ba.M aP 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (PAL ANO PANEL :'' f( '� DR I� LTE C O E«e.am& PROTECTION PRODUCTSI LUC t1a LENGTHS AS PER ELEVATIDN ON iL 2. FOR NEW WOOD FRAME �: WOOD S/ONIICE� /( 4IM IAA m aN. Mu, o"pul-am 2D-t7s MEAfM" TO K SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF O-W OR EQUAL- NI//MM1H t�.,r. PRert olmpol-ww FM r s WA. DRIgM N. PL P.S.BIE110 O to �r N N L cn ca O C D .•.. U N N 0 C C6 c CC♦ cu Fn C LO Q 0 0 Cu 0 O w 0 cu > An cn E Q 0 (ucu 1'S'- .f,.A a z z W J N N o CIO .fl N W I� Y o `' U C7 v = e•a m 1L. ci ' L`J l.• 6 yC t)) lip 01 l6 y d ,L3 11 A �I O Q. U cu 0 A - U (3) I cu LLI z z Q J a SHEET NO. SH 1.4 EZ1/18, EZ 1 W/ 18 ANCHORS --. - _ (SEE SECTION EZI 6. ALTERNATIVE 621W ON SHEET---1I �iMDR. �13- NXPX - ' Mh ^ Ibn `)NOTE 2) 16•e ALUMINUM tK r IF PANEL TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE _ - w4ET _ _ _ 1/r O O O O O O O O O I PRONGED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED ` TO BE INSTALLED FROM INSIDE OF STRUCTURE. All I AT 2 PER NOTE . .T of 'L' (t) . E-Z HANG STORM PANEL S'STEM (ENO PANEL) (INTERIOR PANEL] (INTERIOR PANEL) (RRER)OR PANEL) LEND PANW L6Ut I CONSISRNG OE PAN L . Caxll TRACKS TOP & BOTTOM. SEE NOTES 3. 4 I I I SEE NOTES 2 3, 4 6,_D, f1). END PANELS SHALL AUNA�5 BE CONNECTED TO BCJTiOM TRACK OTHERWISE A STOP BAR (� SHALL BE PROVIDED AT TOP OF SUC'+ t. klaz PANEL LENGnI PANELS. too AK, (3). ifEND PANELS ARE CONNECTED TO BOTTOM CRACK, CONNECTION • I • _ L-___..) SHALL CONSIST Of 1/e#-20X3/4' M.S. W/ 7/3`Dk3/32• W'NG 170) PAI/fl.S W/ NUT OR 1/4YN3/4" Min. THUMBSCREW INTO TAPPED BOTTOM 1/N-20.1' S.S BOAS W • EA ovEm.Alr . TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (9E SFCTIO14r APPUCADW EXTERIOR FLAT FLANGES OF END PANEL. l I I I i 1 % a (4), Ui CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM . TTT ��� AT CK MUSING SPECS CONNECTm13AR IS �O UBOTTOM PANTRACELS SMALL BE TRAED 1 INDICATED ON NOTE ((3) ABOVE. IN SUCH CASE, CONNECTION OF J_L�JJ_LLJJILLJJ_L�I J1LL1 LIJIL1JJ_L1JJ1 LJJ_LLJ `J PANELS TO BOTTOM TRM]c MAY OCCUR AT ANY PANEL LOUt10N. 3• MOX ,_ SIX MITE 4- -- J r Ilex. I' Mn SEE 7, 11 To. t INSTALLATIONS ONLY YAUD FOR WIND NOTE 3 �JW/®1 - SPEED UP TO 170 m,P•h. - - ..--'-(SEE SWION E21 4t ALTERNATIVE EZIN ON SHEET 18) - - - EZT/18, EZ1 W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM (t) SCALE: 3/32`-l" I/C Mo. aw 2.667IMN OVERLAP \'�`�1 �1 wQE MY1EY) wYl w SECTION A -A , NAa1MMNININ � SCALE3/32'- 1' Ti(�/j✓ �yts`'.�E,A!�: '•. +P FLORIDA BUILDING CODE Non High VelocityHu Icons Zone �f•�Q?;•' = P1ruD nLRL•a YK 24 GAGE GALVARrIM STEEL STORM PANEL /�--- oRaAx n. .44167 * *.gp:GLOBAL PROTECTION PRODUCTS, -- ;� I L E C O�� TATE 0 - ILL" Z'7• i.. n �•51 "o, 20-175 -O ••• �DRIO!;: gg ,. / ^Cep (W)PY-7sa4 /M lFW)YE-F1DT C .. O..... ly IIRIYYM tat 'VY I warts . m:1r . P IE r+nero,Ma1 F«reTr T91Q1 rT a eENGINEEPING ENOINEERINO EXPRESSR PRODUCT EVALUATION REPORT September 15. 2020 Application Number 17MG 1 - R2 EX Project Number 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach. FL 33409 Product Name 8 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 of the Florida Department of Business and Professional RegulationBuildi Commission Rule Chapter Dee u P (Floridal rig ) Pt 611320-3 005. F.A.0 for statewide acceptance per Method 1(d) The product noted above has been tested and/'or evaluated as summarized herein to show compliance with the Ftonda Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX tlrawmg R20-31543 Btled'NOR Galvanized Steel Storm Panels (HVHZ 8 Non-HVHZ)' sheets 1-5 prepared by Engineering Express, signed & sealed by Frank Bennardo, P E is an Integral part of this Evaluation Report. TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test repon(s) BBT-ASG-17-001 by Blackwatei Testing Inc Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 lest standards per fast report(s) BBT-ASG 17-001 by Blackwatei Testing. Inc • STRUCTURAL ENGINEERING CALCULATIONS Structural eng.'n= cakukThons have been prepared which evaluate the product based on comparative and/or rational analyses to quality the following design criteria 1- Maximum Allowable Spans 2 Minimum Aflowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(066) 396-9999 TEA140ENGINEFRINGEXPRESS.CO04 EMGiNFER1MGEKPRF6b.COM ENGINEERING Page 2 of All American Shutters and Glass -'24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been used in the design of this product Separation from glazing Is not required lot Installations outside of wrrxf zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed lest reportisj. and is accounted for HI the engineering design of this product Wind Load Resistance This product has been designed to resist Wind loads as Indicated in the span schedule(s) Gn the respective Product Evaluation Document (i e. engineering drawing) installation TITS product shall be installed in strict compliance with its respective Product Evaluation Document (i e engineering dIawlng) along with all components noted theein. Product components shall be of the material specified In that products respective Product Evaluation Document (I.e. engineering drawing) Limitations 6 Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (i e engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer All components which are permanently HInslaReel shall be protected corrosion. contamination. and other such damage at all times This product has been designed for use within and outsde the High Velocity Hurricane Zone LHVHZ). Respectfully. Frank Bennardo, PE ENGINEERING EXPRESS" YPE(T0465491 Cen Autll 9885 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM $ EENGINEERINGEXPRESS, CON ENGINEERINGEXPRESS.COM INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C1i INTO POURED CONCRETE CONCRETE BLOCK AND WOOD STRUCTURES ft -- - i Ex13TING IroIMEO = - 'I j _ _d01iCRETE OR V I:1•0 TA➢CON CONCRETE BLOCK I ANCHOR • 12" O.C. REOUIRED. �%' O 1•� �j_" ft:;" HEX HEAD TEX 1/4'o TAPCON D.C. -.. SCREW INFROM BODD R� 'D '. Jt1Y1' HEX HUD TER - EN •4' FRW ANCHOR • Ir / EDGE OF ff ^ EDGE OE 1 EDGE I- I ' �• , - 1 E.D., ( // I uN 1/4'Y-141• ss. DOEn M� Lj B u w aaFw'® 1 1/2^ CS Ie Iwe It I` [ -I R-SEPARATgN EXISTN,G M 10 GULSS. = I _ '/18i POP -�'"S":•�Y��.��•-SEPAMIN:w I" A , � POP a11JL55 RIVET GLASS + TO CLASS. i ' N&TT ToI ' IJAX• B i MAY, PANEL LENGTH ♦ is�- It "1 PANEL LERCIN / .V G I i' IIrN ( ) p I. Nlln. 4.6 10X2 TO INI-- TOP � OF Will E , ._1/4' UP -L 1 BSCREW 1 Vr % t/4•e TAPCON ANCHOR r .0 O.C. EXISTING POURED TAPED1N1 , 1 � �', _Vile' ANCHOR ODC CONCRETE OR 1 - CONCRETE BLOCK ___-. A.!__i_L' -. RDOLOy REOUIREO WALL MOUNTING WALL MOUNTING SECTION EZ1 SCALE 318-1" ALTERNATIVE E21W SCALE 3/a-1- arraYllYFaaa+ 3. • ✓ gs ''vCENSF' •.9 $ FLORIDA BUILDING CODE (Non High Velocity NUT Icons Zone) $: W MIN. PANEL LENGTH D. 441 ota]D rKI¢o. Mac 24 GAGE GAIVANREp STEEL STORY PANEL rP. I INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6" *;• ,k ; t `A- e, PRESSURE RATING +/- 40.0 v.sf AND 8'-0' MAX PANEL LENGTH. .�1 STATE 0 - I L E C O i N D \ GLOBAL PROTECTION PRODUCTS• LLC. oi/nl3an9 >w2 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ��:. �OR10 rro A Elwin<coMr�Nv .eoD sN s' naNn TO BE SOUTHERN PINE No 2, W/ SPECIFIC RD 1aPr a w a 0aY[. rl wl♦ °'a:'°]aa)Y6P-tSa3. ru 20-175 MEMBERS DENSITY OF Q55 OR EQUAL. S/ONAL ENSW NNA �+/SRoaa1IAR'lDAR Yn..r..rs.P a--:;mT 19 (Y].)EeY-n97 IYL rc ]IMn rN a to X 519 CJ �, MAXIMUM ALLOWABLE F,R ALL AMERICAN SHUTTERS AND GLASS -.•r 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ DESIGN PRESSURES AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULES a N WIDTH UNLIMITED sP] (PERP. TO PANEL SPAN! FOR USE AND NEGATIVE DESIGN PRESS CALCULATED FOR USE WITH TNIS SYSTEM SHALL BE DEBT ITH EN D PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE R p f IFlI a S� I TOP MOUNT (CONK TYPE 4S AEQ'D) 9EC71DNS -F-- OPTIONAL Is'-20 STITCH BOLTS WITH WASHERED GOy ,V.1 CODE: PRESSURE REQoUIREMENTS p5 DETERMINED IN ACCORDANCE WRH ASCIE7 ANO CHAPTER OR OF THE RORIDA BUILDING CODE SHALL BE LESS THAN PR EQUAL TO THE POSITIVE OIL NEGATIVE DESIGN PRESSURE CAPACIiT VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWNWINCN. wlTi u Y a a - c A OVERLAPS O MIDSPAN iUSE w � ^• APPROPRIATE SPAN TABLE} GENERAL NOTES: L1'ny' w g 3 � �} PLAN VIEYf di O a d RD.156• ua I THIS SPECIFICATION HAS BEEN DESIGNED AND 5NALL BE FABAJCATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA aVILDIBG CODE SEVENTH EDITION ((Z02• FOR 115E iNS10E AND OlfI510E OF THE HVHZ: PER TAS 201, 202 AND 1031 5T PROTOCOLS. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY , WSW N CRITERLA BEYOND AS STATED HCAEIN MAY REQUIRE ADDITIONAL SITE -SPECIFIC SEALED ENGINEEAINGL 2 NO 32-t/3% INCREASE 1N ALLOWABLE STRESS HAS BEEN USED 1N THE DESIGN OF TNIS SYSTEM: N ul k' M W , 'd O ���,,, In - \ / 1 •RC BOTTOM MC41Ni \ (CONNlYPE \ 1 \ REQ'D} RID391, 0,375° MAYBE ATT `"l• a BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 H T ELENATTON TOP I4OUNT (CASK TY LmAX [SPAN ABOVE PS RE 'G Q ) ucno4) BOTTOM WNT j m (CONN TYPENON-CRACKED a plarPFQ'p) a ` E¢O -OBSTFtUCT11DtJ 6 (LOCATION MAY VARY) JjA 3. THE Mb HITECTJENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS oESWN IS USED SMALL BE RESPONSIBLE FOR THE INTEGRITY OFALL SUPPORTI NG SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PER KTTIING CONTRACTOR, SEPARATE S PCCIFIC' S ❑ ENQNEEWa SHALL BE P - U I OROERM DMA ON LOADS ELECTIONS, OR SPANS CpNr;VeDD D T HEREIN. C0N ACT THIS ENGINEE� FOR ALTERNATE SPAN CALCULATIONS AS MAY Be Rlqunae0.. AND GOES NOT P WOE- 6 THE SYSTLM DETAILED C SrnH 15 R SITE INFORM ATtOH FOR A SPECIFIC SITU MR SRE CONDITIONS ODEE NT FROPI THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR RE06TERED ARCMR6CT SH ALL OREPARE SITE 9PECiF1C OOCUMFMTS TOR USE {N CONJUNCTION 1YITT1 THUS DOCUMENT 6, DESIGN ARE BASED ON MAXIMUM TESTEDfz` PRESSURES DIVIDED R SSLBYA NOTED SAFETY FACTOR, 7. ALL FASTEN SAS TO se Lo OR GREATEksAE GRADE 3 UNLESS NOTED OlTi E0.1YI8 E. FASTENERS SHALL BECAOMIVM-PLATCD OR OTHERWISE CORROSION -RESISTANT MATERIAL AND SHALLCOMPLY y(ITN "SPECIFICATIdIS FOR ALUMINUM STRUCTURES'EECTION 138V THE ALUMINUM ASSOQATION, HNC, & ANY APPLICABLE FEDERAL, STATE, ANOMR LOCAL CODES, B. ALL STORM PANELS SMALL a E 1+GA STEEL IW0.024' 9 PANELS SH FO Ali]] TRU UM ll TY STORM NELa ALL CON WI H ASTM s .1 LQ P..t STTSL G60 GALVAIDZLD COATIr1G WITH A NININVM FY -4o.1 K61, 6HALLa 6D4}T6AW ALUMINUM 7a10Y. E UNLESS NOTED OTH FRAYLSE. UN ALLOTEDOV OTHERWISE. RCMANG Ly AS FIELD It. O TO° 4 4OT'TDM DETANE SHOWN MAY MOUNTED t1TN0tT1UNS DICTATE PANELS MAYBE MOUNTED VERTICALLY 0R NORI20NTALLY AS APPLICA6LE. ] 2. CONCRETE ANCHORS NOTED HEREIN SMALL BE EMB®UFO Tp CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MAN UFACTURERS RECOMMENDATION$. 13. THE CONTRACTOR 15 RESPONSIBLE TO INSULATE OR PRICTECTALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, 14, BKTNECR SEAL AFFIXED HERE TO VALmP.TES STRUCTURAL DESLSCi AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, ant. FL IND "Mil E5 & SAVES HARMLESS THIS ENGINEER FOR ALL COST D DAMAGES INCWDING LEGAL FEES&APPELLATE FEES RESU LTING f0.0M MATFAIAL� M NAT RUALD LD Q Z Q Ln _ W S m < ` P = _ Ci a (J S W J J Q Lr - - Y O < E+ _ d 2 v O < - G Ci I= E15 g N 8 T� @ 8 a y 0 k ! 1{ TOP MOUNT (CONK TYPE AS REQD) Iln6X BOTTOM MOUNT (MPJN (SPAN BELOW TYPE AS REQ'b) OBSTRUCTION) PANELS MAY BE NOTCH EDAS REQUIRED, OPTIONALy,L'-2D STITCH PROVIDED THAT CONNECTICAVS AND BOLTS WIT H WASHERED ANCHORS ARE USED VIWCH SATISFY LVINGMJTS FASTENED S SPANS ABOVE & BELOW OBSTRL VION. OVERLAPS O MIDSPAN (USE AP14Rd%RIAT SPA@(TABUQ FABRICATION, SYSTEM ERECTION, & CONSTRU(`RON PRAG THAT WHICM 15 GLLID FOR BY LOCAL, STATE, & RDERAL COOK 6 IRON DEVIATIONS OF THIS PLAN. IS, IXC®T AS EXPRESSLY PROV7DE0 M61llN, NO ADDIITONAL CERTIFICATIONS OR AFFVWTTOFS AREINT WDW le. ALTERATID4S. ADDITIONS. OR OrN6t MAg1ON6 TO TKS DOCUMRrr ARE NOT PERMITRD AND DIVALIOATE THIS CERTIFICATION 17. PANELS SMALL BE PENMAN ENTLY LABELED WITH A MINDIUM OF (1} LABEL PEP EVERY 30 FEET, C.T.,NGTH,.L,.,ING,NFDRMAT.N: ALL WEST PAIN BEACH, P_IRS AqD GLASS L MRIDA'PRODUCiZOZ . TA 203L HUMaER 7 St JI a C 3 M Q-I i g 'I IL' rt E R F eee�' � tR GblAlgrt RiWArExMAr101E 20-31543 site: r VISIT ECALC.I0131543 ■ $ rote oPx_RI__rr:eK,. VERTICAL MOUNT ELEVATION "'"'_I-' Rc'T' ' 2 NOTCHED PANELS 4 M,f _A!F\- A AAx Y^li!tl_}YI ea ■ Hot 'aAX'Y1Mrau*�RFF,IaEPRn4lewLrrcn 1 Ni,S� ELEVATION r ADI31MNmo. rc A D +os6s4D -� w } 2,z^ G.a94^ ofio� z 250•• ,Y4 3vsiuu X _ ('22D94. Q O,75D' Fv 'MJzh ALL:. .625" 16 gO.i394' S DlzsYR, o$ IS GA 25 E �- 7YP,W Z 1� L-,09A"T.12d' :D94" n TYP - -0,3 0.094" Fv 062" _ I ri L Fl 8 D 1830" i,93o° n0.(162" 0.062" �L.--g,p52 ,375A ~ .-J. TO-l73` EIFFn++ � n 1 -R z.Doo• I.- L35 217D0°-•I720�° .250' -I 1,000' (- �I 2.000' I-- 7YP r3=1 (�y5 1.180" n'N' HEAOEg • LD-cur V HEADER /r�AN61E CEO ,F-PNR OLOSIRF /-\SHIM ANaE �<,� _ IT W I,r gN0 yy 3.300" MAN0 S I 1.51 1.560"I--11.56(1" 510 0,365"-y 31 5• 0.376^ �I-04gZ" j•� 0•'S1 p^ '.�( ; X U ~ E 0.179"-11[655` 0,19}f-I Ir0.655" 0.3T6"-(M^655 0950" L.007" - U.500" PANEL COVERAG 0'l�6' W CCC 14,875"PANEL LENGTH N M Ip#iC0 FU.545"I O.S24.150" 0.250"10.050" a 00 u11a GA PANIL ly V I'' NAYEeCTIO E N 0.085" 0.090, T��OD9D" p. ww.vFu 0�215• L500 0.710' RO.13S ,3DS L,y TYPU:­rT­T m SULD--OJT Y IRA GI( n"F" ipACN B ' P_ TRAM D.090" WNrdllT 0,957• V) ll '.l � 7 KEYHOLE WA9ER g 37 1k L.IM:'a•+AA a ( 0. L90'-'„ II' ia55° 2E .yc r'f l'*tt"brN4n'y ,AH. :•s'!r." --d' ,0 �( LEG rTFla d j NAY YI ,v'r. va'..'. _LeL'al I•--3.606 0125" �� W � LL � a YNTe }•-x'".:Fs T-21AM Re.1WSEo LN AMOE - TRiIX1F]IDFD1 N ID 1.''Mn A:.vaY.l MF•',Ni = S m ^ > ¢ 4 -a:•D0•xDb]'=V.E D+.cAtm Z 1.000° a1/f3RUP trat r�al Y+ rnlr lrl Yll (n � � � �QC 4' M4K, MIERCIDSJRE DETATL �- �_ .25" MAN' 0.1a8"T .InrC COM:Aere MAY. U } < MAX ,v svr �. ' a -FM-;- • "< Nf T.1t li, °Z `x_I.^.Y nrn% W C m y ,may, B DISTANCE AT :•rzr- ..r ,n •r aA[: ur OUST NCE J :A"+r• h rsP M I A wNl MUIINI LanRNRr 11r rill g$ r11. Om JN min Ate' J 1000" n c--A.AA�sT ' Q -.,PIN: rT.Y-Jr:ICs-� rt-. .x'�i•a w.':It•L-1:.{ tV •v ;:. h:: 12:.•J•a l•. i"..1:' Iu1'1 a_An^,1-.. - LP.M.IVilti dele',A. 1'A: 4Jn.CMY P3r6ED xtYNa Y' >L:'TF."J.:.1 .f•_�tE`LP-�:A I.'I(RC N+�C, :xlCL1I.P Mti a MP (R¢ 1.00D' 1 K.y ,:aR •., ,�� 14T�11,'• c-1-x-aRr Aac-rH'; It A -m4SuOVERLAP _.ut ln.-axe 3.BZ7 1 Wvn:rx nrunl•nm Na+xl cuisupr orlon B>B Arac 25 N,T A'ADNE: L fN.TR P+' MIN' I -„STY- as tri ' A I% l9a•.Jbl 1.500' I -A l4. ' t:.. MrO4AYI::t - w:xa,xus It'G {"MAX. , M]N t;H !y'IL 1.Yv3 `'9• PA^N lb lil4: 1000' KXTT.a _AkAF-' Y I I F✓L (F'♦ vOa .. '4J"1X Al' tJ �4 •Jt.J :T." ¢ E{e (\CO0.xE0.QOS11REDETAIL EMBED :lu•rR, r �•:rn• rJ�r r /�TMPMWNr CLO6UPE DEfAa - ...Sr •j �� IE'I N.T.s i la A xiP`.Es. 1 20-31543 1 'L. cn > O (3) V L N Q O j 1- N C Co O (� 0 O � O .O M LL O > E C� L CV ._ Vl Q a Z Z LU J N C 0 N M. M. LW W V CL C= O r_i c� c eo r� EV YG 7 CoCIA aL C C1. N KO CJ ► 61 3 r Q1 OS E io $ `- � u a1 � fY •- -• L rn a 1= tp C rgwyxi"N•1aA1',: li- .a.. ,�Vni N, Ar4HbrN�A111xr�nti -3FFA-:N H ar MINIMUM ALLOWABLE SPAN SCHEDULE F-pCWTIOv ->. -. air.' < n e ��� V, TOP MOUNT ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS. 12.5' O C. + , aP' m -M : u L � •-P P.w. >k' YfY `r-^ -lit «� e 2.3" ®cE DISTANEt a/4- EDGE DISTANCE a +aT,2 v ST H rtct r-.;.:<' , ,,•• GLAJJ a mi> 4 �w 4" U w� a[ SPMI UPTO a'-o' fiCMI LLP TO °'0' 9WJI UP ro 10'-1P p„plp: M wA ALLOWABLE PANEL SPAN & } ? A a ! aD j MARD!&ia• _ PA r P oax r ANIlvinlx Ili wz �+ Ya-rt y:' _ _ - w �„ ff w ~ YICYOR a _ 4' •M H..", 0• 0" 0" 24• ZS 22` ! O' .1" ZY 28' �� ^ SEPARATION SCHEDULE: t� TtPt IF") CI Cz ra ca Cln c2 cf ce Cl c2 n u (. pp MAR a®GN I.1 a - • - )� uAFlI:EB &Ndvw,Lr l•ad•r D' (r- O' 2r zr 2S 2r 2r O• 21" 2S' 2B" inLL 1f E DO60, sI TYONOR FRLIlYRE COYM TIT[ C•11■TC, WNa TY►[ �^ PR[o&Il[ COZY TYPE COMA lYP B (PI Q � C3 CY L-I CZ C3 C4 Ca C7. C3 C{ N E n T- Iyt ,p„ ' 3,'19 a1•]7P CMOm L 12.5' 160' 14:•' 9.9 12.5 ]fi3O" 10.2" 6.8" 12.5" Ili, O' Al' &1" LA°p2^EMeED 13 L2.S' 16.0" 11.0" ]e9 12.5' 16A" 16,0" Is' 12.5' 16.0" Ib 6.T D Z" YF :ay•+a T; '�•�wSL t�',I ''. ^Z _ffi Z4 GAUGE PANELS _.. _ -_-_.. h5831u0 Y•der ZT 3D' a• 17 ]P 2S• JO' 77 WW QI¢'g • OEYI.4T UryTtAC011 5.5' 12.5" 16.0` 8.1' 5.5" W `9 44YNF GTAF„r n-IA+ H� w�U-'g _. 1`` lx Vab' IJ 12,5' 160'1L.8" &0 12.5 1fi.0" a]' HMI W'pfw U 11.V 160'16,W B.8' 12.5, i6 1st" 6.1" 125' 36.0"]48" _ iFW_W. ;:. ' I <ylg >? IA 12.5', Modas ' 93" 6.3"' LE" 14D" S1" 3.4• 125' 16.0" &1' s4" „ :, ° .. :. .: .. "w + U.P. a' "N EL y { t m a i I (IMIi, WINOIDNE I C E]SEM1M iA0UT16} "F Trid 23" i3" 2S 31 ` 50' Sr30' W 2S' SP 31" u P � _ 1L � %2 1 Mod' 0 - ILE" 4 ki--+R'�"raW� 52 Lt. 5 16,0 16.0 6 9 12� 5 IS . 14�7 b y 12 S' IS,.' 14.7' 6.0" < m L? `lira R.I'3r +,.• R b'R' - - MINIMUM oNto WINE 4i EsseRTIOHFROMWJIES 9:dd°ulilF Track 22' 2r 2r � W Sr 3AV SIT o' W 22 2T � ..m w i '� la 12.5 I6,012.5 16A 6.1" 5.4" 125" 16. D" al" 6, 4'• 72 t2:5' 34.0'11.-T^ 6.0" 12.3" is a' 14.7" p,O" S" ISO"Lai .`2 fi 61AxIMUM ' •114 i I/2" EMI1Q, j. ta4 nl p,( • ,. TAF-T•IY,1 Tel ..._- .. '� Y - I I-. I W I �n N Y J U 0EwN1UlTRKOM - lip: ttyy a C:CF M�$ yy YD/A 12.5" I6.O"Hai 60" ry9 =e) V ) 3 IM+a MDUH 24' ZP 24' ]0^ K S? i9' 4S 2r 4B' (D 7D" ST W 1aL- V+" a N 33 12.5 I6.a 36.0 16V 12.5 ] 0 S6A" 120" 12 S" 16.0" 13 4" 10.7" 33 12.5' 1fi.0" 16.0" 30.1" 12.5' 16,0" 11.1" 7.0" 12.5' 16.0' 10.8 6.2" I ; �! 41 12, 5' 1fi.0" 16.f7' ]3,9" 1 .5 v,0 121 9. - 12, 5" 16,0° .0' 9.6" �. E' "EI 1 �M AMAWABLF INSTALLA710NJ 1E5S INSIALLA1R1111GREATER V NYaOn 0" P P 21' 21' 2S Tr 2t P 24' 7S 28' LB AF u LMv _ x.:.:xc1to WOOD S[M1PV 41 L2.5' 36.0' 143' &1• 12.5' 16.0" 9.7" b.6" 12.5' 1d.0° A]" lob" p - !i` zoti- w+'wu a rwt'-,• 2 "`-r"n.`.a it .', 'n� PRESSURE SPAN IImAYI TFA@19V ABOVE GRADE THAN 30'MOVE GMOE -F TYCY 2!' 24' 24' S7 4B" SD' 2➢" IB' 21' b' ]P 53' ow S2 i2.b" 16.d' 1. 7TY ]3 B" ]1.0" 12.3' ]6.0" 119 9.]" 12.5" I6,0' 31 T' D.3' Ili L2.5' 16.0" 1L0` 7.0' 12,5' 16,0' 9,6" 55` 12.5' Ifi.IS" 9.6" , b 11 .LA3312?ay,4•C- r _ 1 DJ (P¢) Ip - �" 11 L25 160' SI.i 64 11.5 50.0 [0 15 12S 10.0• PQ S6 - ♦ -ie 330DM GAG in i 1.16M 'C Track 2C 2C 16' 6S 1' 2B' ST 3T ST 13 12.5' 16.0' 9,5" ILI" 16A" 13.9" AS" 12,5" l6, O 1 ,• B> Ml v r a •Ot rFK £` 1,rT.0 , nit S 2x. c. „ _ I 1PANi SsgWN 1.ENANF MINIMUM ALlQNa6E 5A•N5 K9e)ON ANY CDMiIMnPOf NDUNr130• 11' 3T O ,�yi IOINT550 LIO SD D•]BO" ]6.0 12 3" Ma" MI" I3.V' 12 1" M.- S4 O" It.9'' � 72 12, 5' ]0.0" 60" 5.6" 12.5 1>,0 1,5 56" 12 S' S4.0' 46^ 5.6„ 11.9" 0" 1L0 D 5"9L6V T7 I1.-"' In !d6 190.OM 6,OBM ~- 216M _ > YaNlt ltNOfrK LtS9 r'Mh nN3Rt Np7ED IN F4B1t aBOVr Wf NOr LM.v..0 - _a�:� 41 12,5 16D']6.0' is.6 12.5 toe SLQ L0,! 12.J 16.0 123 10.7' TAP CPH-Cr-A58[D t1 11.5" 160"IL.3 1e5" 16,0' ]25' 16.0 9.2- r.,,�, � cuwmOr +r TOR w rlOrtaM N i6 0' 13 3' 9.7" ]2. S' 36.0` A2" > •iJ& 136 A 6A6In L16A LLYeIABLF Q 4B 12.5" 1&0• ISB' ]3,3 12 5 i6 a" 125' 146" 12.5" 1&0" 12.5" 106 AB SZ.S' / 12 5" 16A" 9 L" I2 s 16.0^ av <A 2 x0 SCPADw3iDN MOM .]V55 v PJ!OVtIMD WRN PANtL ,EN4T.,S 1WFATtA lxMN n,AT NDTtL Wit J _ 52 12.5' iH 0 10 5 12.5" 160' 9.1" }2 S' 36.0" 9.1' °'• R -1 JJ ♦ 4S 1bAM GAS In 2.16in `�C q. S2 12.5' 160' 344" 12,Y 12.9 16.0" 12.5 1D 6" S25' 16,0" 125 10.6' O 4ESPh-nVE raprNnMG COMNYYnaI •e0K - �p8�• N T •:u' r Aaz -__=Q (1 F 4(-50 fact 6.06M __ 216M 1 N6FUMUNPS YFQNrARD Wn•a1INIIlDL31ll YlDlrlfr]iM JA•t YUYt WHEAL S[N 0.oiuRCS ueerOT E.D 7 1LS' lfi. 'SUS' 30,6 125 1fiA` 1L5" 106' l25' 1fi.0' 12.5" lU.fi' ]2 12.5' 16.0 9.1" 13.5' 1&O" D. i" 12.5" ]6.0" 0.1" U' _ *SS l06 6 M - 6.M n 235 M Awues rD eorM:1 a IM wrt•aur sma eDLrs ••10 a as. a eOrN WHIN P•rFn $ r A rAaLt 9 ONCHI I IN+FAM _ I MwAI 12 ]" Too. 1 0' 11 i" 773N T Ste' FMB® ]2 LL5" 16.V o,6 7.]" 1 .S' SS,S' 40" 5.3• 12, 5' 7.8" 5.3" 4.5.• f' -.... - -_ USED WnM eUaiKN1r YMHMnrrG Cb•maa&4epaReD SErw.i{ON fROM OLA55 SYWl trNA Dfr•11'F - l/a P=Ytl•wNHI 13 11.5' 1b ']6. ]6.0 12 S" li D' i&0' la 2" 1^ + 1 FILYHIt 41 12, 5' 10.d i&0" 16,0 12 S f0,0" SS.7' 11 a" 12.5" 10, 0' 176' 111" Nn FnINIti P9A4P 41 16.0' T 0" 3.9" 12.3" 12.5" wrt: m F 3' a raiti rj•60 61.2 n 6D9 n 253 N, wsrNYcas G .2 OA iS o.c Z • ,. + Itr- 1 Lveilr✓::' r_L. _ O n S. Y4NMSr4r Q - 125' 180"ISS' k11" 123" 16.B•3i3"St 2" 1Y0004(15NRIC i6 t2�5' ]5,4" 5�9" 5.0` 8,25'12, _ .r.aa A�Ir:MIA�iE g�,�[{�Qyr 1- ram„ L:h1f •"h-_i1, s < .3 • Y' _TUG UNONVYI E II I Or ME 6PrtONN TOP OY Bprr YINQ $MptS PIA 49 '12.5" 16 0 16 L 14.1 r f.. i'r r, HOUN�Itn; EXFRUSIOfb c f t:t'X11Ct xa 1•� fP^'+ F- a Yt 1/lob 59Ain &S1M 2.T2M OPENING IPMa Pfi•11 YLIa>JNO AMY NDnYITIFG IANDmaI rIMINN Vf i14eE RAINING. - X 52 12.5' 76,0' 16,0" 13.G 129' 16,0" 15.5' 13, 2" 125" 16,D" 15,$" 1k.2" .I. 52 L1.5" 1J 2' S.5" 4.1" 6.35' 123' 1.7" a.0• 625" SZ.3" 4. Y' 10" i YLt L- ( p T' p�p�� �N F N- ur -, c ,) a` R�Ii�LarL".Fv n„`t''t nu'' JY�CCILIINi/BOOR MOUNr JCRtON IF w ry ALL Y Ep a/71 CAM 611M 29611r { ¢, VJ; 72 ] ,S' 36,0" 15.5" ]3, 2' �:5" 1EDGEIDIS 11, 2" 1 ,5" 16.0° 1E 5' il.i" H+11 l2 @25' C j g rTJNT F,Lfr „T4nJ•.xT Tom, -7' ~ a'� I e, § .p a i e DISTANCE LI.1 a zi 8 .M nF it-.UL L. T 4P11 14 T M-n 1-- a S P [ a < ti < ]/]N'r] INY CNO[D 33 6.25" 10, 3' .25' 7. 1' 525` 64" r < {� y n I Wl F MII + IIrHXMIH-f:nHN e^,t'1 �t'r •Y , , .rHl -4U-'1 Z - k ^ Z = < IIIYINII IWN.nY 41 6.]5' 8.I' ANCHOR NOTES: _ aryyD r¢ 1- f¢ F 49 6.25' i Jr 3ISTPL CC•Gi H i. K'[]l.j Rl•1,� - u. iKW .<•,e R;E`CTvrutv.r_a.:: NyY _ + °� = x j' o f - q.,�� sz az5• 6s^ ? n j a G "�• WALL MOUNT&ECr101A JPMx rA-y. InA-Irn".-alcovra tom' •061.1>M.l 51Tw1+tt- 1%7 `,� �� ITJ�� N M-v�'•w� 72 1 ANCHOR SCHEDULE APPLIES TOALLPROWCTS Lt92TIF1ED HEREIN, BUT ONLY PROVIDES ,n L9 oDo {�' �'� '"-ie'�1a' _ >✓ - v- _x.-tl rTu•I' Dvxt45i_ruroxw_It� IT �D SPAN SCHEDULE NOTES: Z� v o / MAXU9UM ALLOWABLE ANCHOR SPACING. MAXI MUM ALLOWABLE SPANS AND PRESSURES INDICATED Z €y �C •,rr7er con Z.a� r g IJ••a l.rJ4•IMmu » 12. 166 6.5" 6�'6R5 1 x Los°� r�• IN SPAN SCHEDULE SHALL APPLY r R :( ,7S �✓-:+: wo 1- ''? „ IL IIPr: x:Ll+ t -L L ENTER SPAN SCHEDULES WITH NEGATIVE LAs r PANG InsTALun 31 o InpM l NAaxiN 41 ]2.5' ll. y. '=' DESIGN 1040 B PANEL FASTENER SPACING i0 rROM iNRRiDP 3 < 2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE 333 gfZ4.r. bP DI ❑ 48 IL25' 11"' 425 93 B.JI 9.3" Y' 3 xYa' S 0. £Ili Rt mWFErrrIN 3 - b2 6.29' IOC'- b Ls.' S.3" 6,25" 9.3" MATERIAL, & ANCHOR TYPE. 56= DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN STYtZ -a9-].[2' S` HPp' IVI+L MAV WuaY wtI' p DETERMINE MAXIMUM ALLOWABLE STORM PANR CY 3 �••� .4n1 3•c H rr::•H ., oc_>•T .- LLI 3y SPAN. SCHEDIAE IS ACCEPTABLE FOR USE WITH AOUAOOri LLJ LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPAN,SELECr W O rl»• a-.n. -n•4 4 ii In 9.3 6 25" 9.3 6.25' 9.3" CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (BEE MOUNTING DETAILS ON rl-RTNxr:Y✓.A'�. A R n 'lIL 1 POSITIVE LOADS LESS THAN DR EQUAL ro r m O IN•rI•U••wnnr }3 12.5' 160' i. J" T3 2. s' 13.+" sz" S.D" ers" u.D' as' Ls" SHEET2FO0. IDENTTFICATIOIR OF (.1T114CtT ION TYPE,• U RW 6.&TAPCUN 41 ILLS' 11,V' 6.0" 513• &25•' 10.9" a Q Q -°TeE", s nOLR NEGATIVE DESIGN LOADS. i • NII Po n Y• cc'7 Q %- 1O Y 1" s3 sloewAu Apr DY 3. 'PAI•EL FASTENERS' ARE STUDS USED IN IbW UNCTION tYl'rH ALL MOUNTING (71TILUStONS 2. 'PRIVET FASTENERS ARE STUDS l/5® IN NWIA WASH lA wnNGRU' J 4 H ('F`-TRACK, 5TUOPED ANGLE, ETC) USE 6.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR J ca�7.n RO nTN.i 4TN 1v'll-GI,^"`� HI•W 1�~.T+,�' J 1 ARCANE SCIOw MYU H'01•NOLe 4B It's, 333' S.1" 5.0' 023 IO,)" 4l" 4.0' 6.25" IO. T" 91 4.0" J �- IFaa. s.niclLlu' sAxr.-5 5 CONJUNCrION WtTH ALL MOUNTING EXTRl1510r15 wit t r+ 6a •: ''SLY (•F`-TRACK. STUDDED ANGLE. ETC,). USE 5 25' .Sic LN3IDt F+4 Q c # 52 6. 5" 32,3' a.7" 16' 6.25 ] J 7" 4.1' 1.0" &25" 10.7" 4.] ' 4.0 ALL "H"- AND S SHAJLDERS INSTALLED LLEDNG ACCORDANCE CE WITH TLON$) Q 1•:F- t - lebM Lf r rYh�L �,1. n 0 0ad O,C. PANEL FASTENER SPACING TABLE VALUES FOR I B - a _ : � 72 6.25" 10 7" 1.1' 4,0' 6.25 70.)" U. 411. 6.25" 10.7" 4.3" 4.0' II ANCHORS SHALL BE INSTALLED IN AOCORDAhICE WRH MANUFACTURERS' REEOMMENOATiDIJS CONDITIONS) U HEADERS (INCLUDING BUILD OUT a XL YI�; i IrA^ r ryx• rnnru 33 lx.s" fe o• 141^ 11 s'.' I2 s Se D 9 7 T.e" Ez s' 36.e' a i" 7 D' S. HOLLOW BLOCK HOST S HALL O ASNOT CONFORM TO SCHE UL ELgCK, : ^ !C ge g a B 1 ALL POINTS SOUR SET +1 12.s' 16 0' 1LT' Ai`. 12.5' ]6 0 7.8 6.3" 12 5" le 0" 7 8' 6,3" 6. WNIMUM EMBEDMENT SHALL BE As NOTED 1N ANCFI00. SCFIEDULE. 31g 1 GG 7 MINIMUM EMBEDMENT AND EDGE OISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL 11n 1 6 :PAarM 3. LINEAR fNiFRPOLATION BETWEEN LOADSIS Y'-20#i'NY00M..o. 5 1`s! " 4a 32S' 36,0" 9.7" 7.a" 12.5' f6.0' 7.7• 6,2" f2.5' 1&0" 7.7• 6.2" 1a1 4 a 1! P, q FJNSMES WALL FINISHES SHALL BE LIMITEDTO l/4" MAXR SHRILL BE VERIFIED BY OTHERS TO ! • 0 a) �J ACCF3TABlE. OTHER WISE USE NEM HIGHER 104D. SYLaD w! w•wePlD [ 7�, q• 52 12, 5' 1fi.0' &9" T1' 12 S 16,0' 7.7' 6.2" 12.5' 16, 0' 7.7' 6.2' w1RGNVia i2w Or �ely B?_'S ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE �I L eL� A, ,r� •rip I.}11-as. •l+m-' N (roxnex,s BvnoN lrovM, 1171 - 12 1,;.5' 36d' 7.7" 6.2" x2.s 36 6' i 3' B.1" iz.5' te.0" 7 i' e.2' 8, CONCRETE AN04DPS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. I eXlsusloN mAOME3 n S -i / yr p 11J•• ..ED 33 12.5' SB V' 5.4" s,9' A2s" 11.J' 4A 4.1" &2s•' SB.3 4.D^ 17" 9, WHERE EXISTINGSTRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD t li 4 f 3 E GLASS SEPARATION NOTES: h •AFL 1tCyit a NHWMIFApFNAIr 41 12,5' 13.4. 5.2' IH` 425 9.3" 13' 6.25" 9.2" 36" 3.3" VERIFY 7}tATFASTENERS ARE INTOADEQUATEWOOD FRAMING MEMBtRS,NOTPLYWOOD, PAbTHNWG Eft r -cui"r !-cuwJ z t r 'c" I 6s@YLL I I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE ({ iIF `k• 48 ti: 5' 31 5' a4" 4.1 • 6 25" 9.2" 3 5' 13" 4.2@' 9.2' 3.5" 9.3" TO PLYWOOD IS ACCEPTABLE ONLY FOR 5113E CLOSURE PIECES, >BqI L �' HV.A.1Y:' O'j1n11 PJ -M3, ly •i MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO &E PROTECT®. t° a y T 10. WHERE ANCHORS ASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 0.5tA4L BE L ED IN tW. �, az sY.Nr, /.4. I 1, :-c.-�_c,•+v r.. a yEY - IWM+n•re Ys� �1� , CAT Rat t I.: E•T•IP:a. r- R G6• HE2 1. SCHEDULE ISR __ O WE -EN )ADSIS USE POSITIVE LOADS ONLY. 9(COM "'IAA t ReD'PJ k-'- r 72 e:zs° 9.2 3s" 3.3 &23" 9: x" 9.z" 3]" 1.1" FRAMIN IF NOMINAL STUD (%i"®GE DISTANCE? ACCEPTABLE FGSEMEW [r 0' via INTERPOLATION &E'TSVEfPI LOADS S ACCEPTABLE, OTHERWISE USE NEXT HIC4H61 ICdHI rnE 4s e1•ea g FlLAMWGI, WOOD STUD SHALL 0E "SOUTHERN PINE" G-O,55 OR GREATESt DEN537Y, LG SCREW �_ 2 ¢C if LOAD. Xt701r-RUNT t _ SHALL HAVE DFBLLipS PAN HEAD OR HEX FEAR. °�"8M'>I6 a,E f 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL C11NN TwF As K R it V I - LL. REMOVABLE ANCHORS ARE. DEWALi PANELMATE, ALL-POtNfS SOSD-SET & &HA55 BUSHING ' nil Iuf "'Ili � + Tw mM'Ror=wx Ltr,n.-ar P- FACULTIES 1N AST M WIND ZONE I THROUGH 3. THE GLASS SEPARATION L `011 /CWaF w+grL�s aT emrKun wlw slw4SCH L2. MACHINESCREW5 SHALLNAZI 'MINIMUM ENGAGEMENT OF THREADS INTO THE BASE 0lrtgiyOrRUM ax,uwD PE UJ a ,,, 6_ M u a. T SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE I Ea3Tllaa [ore ETF SPKINc 0r :wi THE ANCHOR AND MAY HAVE EITHER A PAN HEAP, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U-N.O. 1 0 14:PUr1Af-1� 'FA .rLn'JN! 'P 'i_Y.TIIY...: ra6uDW®prAaw vAL. VFN1.ANCMPA 20-31543 t3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDESSTUC(X100.0THERWALLFINISHES. 20-31543 20-31543 PROTECTED OPENING ISA tRED. c is _ r CmYrr.nrJ ._AI,'rTI. iKr - - C rAfoo Fswrrao sAc1Rr: TYae,sFAPT•W. _ G 5 PwEI ADIAceNr ro a; 11. DEilGNATES ANCHOR CONOR[ONS WHICH ARE NOT ACCEPTABLE USES. R n^-'u'n� F4�r@ oeM:wPlmw: q 0GREM "'NE" PACE OFscMvnoN: Lfi. *NEAR INTERPOLATI5 DIRECT MOUNTING ON P MUTED FOR USE WITH THE ANCHOR 5CHEDULS U5TE0.'JN PAae DescK3Prwra: Q ' • UITIONS- OPTIONAL TOR/PAITOMCLOSURE 0=iM (, TI LINE uIN Iu1iY ' ,ri T - EteaDw'..,'i�aaOPTIONAL EGRESS PANEL DETAIL 5 "/= z J- L a%•%sit. I_1'rR":+, aTm1r -.a•. .P.. _ - OPTIONAL INTERIOR FASTENING DETAIL J'w INrEa(OaFASTENING - `� y /A 1: IalUI1LN,N HIXINa F I.ININ - qR L -'T'+'t �'1' ILY:xJNIW.I NINtYI tiH:I ION a N.T.S. � - -__I a - SHEET NO. SH 1.5