Loading...
HomeMy WebLinkAbout7050 Ripple Pond Rd�i INDEX OF DRAWINGS �\ SHEET DESCRIPTION SHEET -E(DI71V l �' �''IEV j No. SEP 0 2022 1 COVER SHEET - 2 FOUNDATION PLAN 3 1ST FLOOR DOWEL LAYOUT PLAN - .._ 4 2ND FLOOR DOWEL LAYOUT PLAN 5 1ST FLOOR PLAN 6 2ND FLOOR PLAN 7 1ST FLOOR LAYOUT PLAN 8 2ND FLOOR LAYOUT PLAN 9 BUILDING ELEVATIONS 9.1 SIDE ELEVATIONS 10 INTERIOR ELEVATIONS ABBREVIATIONS 11 ROOF PLAN 11.1 ROOF PLAN AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room 12 LOW ROOF &FRAMING PLAN ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air 12.1 LOW ROOF & FRAMING PLAN AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill 13 ROOF FRAMING PLAN AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed 13.1 ROOF FRAMING PLAN AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator 14 1ST FLOOR ELECTRICAL PLAN BC Base Cabinet FT or Ft. FooU Feet REINF Reinforcing 15 2ND FLOOR ELECTRICAL PLAN BF Bifoid Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room 15.1 ELECTRICAL SERVICE PLAN BILK or BLK. 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 O O a ` 16 AREA SEPARATION DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf ( L1 1ST FLOOR LINTEL PLAN Cc BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector 0 BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door `4 I = _ L2 2ND FLOOR LINTEL PLAN BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves ` < C Carpet HDRorHdr. Header SHT Sheet o a y - D1 FRAMING DETAILS go 1 1 7— 110 CAB Cabinet HGTorHgt. Height SHWRorShwr. Shower D2 WALL SECTIONS/ DETAILS NC) CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights SN STRUCTURAL NOTES T CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications o CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir - SN1 SCHEDULES/ DETAILS -' CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) Z - . . COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square S3M WALL SECTIONS/ DETAILS o COL or Col. Column INT or Int. Interior STO Storage _ D S4M WALL SECTIONS/ DETAILS o COMM or Comm. Community KIWALL or KlWall Kneewall SW oro S.W. Shear Wall o COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine O S5 WALL SECTIONS/ DETAILS CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar i�—, S6 WALL SECTIONS/ DETAILS CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered cm E CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken _ 0 a ST WALL SECTIONS/ DETAILS o D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block v� DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry o SS WALL SECTIONS/ DETAILS o DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TIP Toilet Paper Holder WP WATERPROOFING DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring10 p PA1.0-2 PRODUCT APPROVAL NUMBERS o DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window (1 7 0 7) (1 6 6 6) (1 6 6 6) (1 7 0 7 ) O SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL cli DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical o DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter J DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting o DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise Ln �DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) i DTL Detail MW or MICRO or Micro. Microwave VB Vanit, Base ILO DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertica, DVPorD.V.P. DiverterValve (plumbing) OE or O.E. Owners Entry VLorV.L. Versaiam 4 UNIT TOWNHOMES MEAN ROOF 15 FT. HIGH TYPICAL i DWorD.W. Dishwasher OPNGorOpn'g. Opening VTR orVTE Vent through Roof Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With N ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor MEAN ROOF 30 FT. HIGH TYPICAL EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) FOR 2 STORY HOMES EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood i EXPorExp. Expansion PLorP.L. Paraliam WDHDRorWDW.HDR. Window Header THIS DRAWING AND DESIGN IS VALID W EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FOR 12 MONTHS AFTER THE DATE IT FBC Florida Building Code PLNT SHLForPit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet IS SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) o FIN Finished PT or P.T. Pressure Treated WS Water Softener CODE REFERENCES ARE SUMMARIES c FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION 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 02-15-13 1.0 PLAN RELEASE Professionals clear information. Every attempt has been made to 0 prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to 02-15-13 1.1 ROOF PITCH CHANGE the commencement of any work. The Designer/Engineer are not oresponsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to 12-18-13 1.2 ' E L EVAT I O N RE -DESIGNED construction. All construction MUST be in accordance to the I 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 12-2 8-17 2.0 2017 FBC CODE UPDATE considered for reimbursement by the Designer/Engineer without `-' advanced notification and approval by the Designer/Engineer. o Payments will be made in accordance to the terms of the a z 12-04-19 2.1 REV. PER PASCO CITY COMM. agreement. Control of Construction Site Y The Designer/Architect and engineer of record (EOR) have no 03-17-20 2.2 REV. SHEATHING NOTE DTL. 1/16 control over the construction site and shall not be responsible in any manner for control of the construction site including, but not 12-19-2 0 3.0 FBC 2020 CODE UPDATE limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for LZ the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to 04 02-16-21 3.1 ENGINEERING Q C R protect, without limitation, the residence, construction site, rnmaterials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, L expressly including, but not limited to, the period of time before construction, during the construction of the project, or after o construction and the Designer/Architect and FOR has no duty to o take any action or preventive measures to protect such property against any such peril at any time for any reason. tV Care and Maintenance Yearly maintenance and inspections by the builder/homeowner u7 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 7 7 T WNH house and have your home repainted every 3 - 5 years to protect the coatings. The engineer of record are not c, 9 designer 9 and 9� responsible for the upkeep of the home and will not be held m liable for instances that may occur over the normal life of the 0 home without proper maintenance. o � � o oN c� C_ . CO X LL t1 ® c N � LO O O U 4-UJ ,cat r'. :os_ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a � � o co ;,r V 0 N8 0 N O 11 10 LO Y o 05 Vill N # u F k '4C J LL w w LL o a w Z —v a s v w13 N (D tW��O�m \rLL Z _ZwJ Q O U < 0 z W ❑ ❑ (D CD z N M o g Zco (0 N z � � Q a Q /� V I M O V 4--1 f6 'U w o 1° O to �N w o Lr N q�� • 5 • U .— — 8� 8 U 'o Q o N o rr M M J ¢ � � O z � U_ (d O i CL w o � o0 z > N <ry " oit a E U� �_ o 15 � sro us oE ww, zZro p U NaE zm&` z Zo_ J � Q W E 0) o p� � Z z dz Nw W a 3 v �o r� wa 63 .� o V �° a is of c o T > CO �..� m a� L Qo 00 CO 0QD s 45 VJ m Q i-+ C14 2 O cat LO o 0 CY) LO E T � c N LO Cn O Z Z E r., `° a E ci � a 0 JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 1 o, i a 0- 0 rn 0 I 0 J 0 cn Ln O I O S L0 0 I F- ILI 0 a to 0 I N 0 J d- 0 LL 0 I O C) I N 0 _ N 0 Q 0 i d N N E x 0 O C J N tZ- 0 U 0 0 0 UI U O a U _ a I Y i 0 J N 0 rn a; 0 a 0 a CV N CN LO rn L 0 Q m 0Cn 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 FILLED CELL LEGEND . CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) FOUNDATION SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP. [Ibs] F1.6 V-0" x CONT. V-0" 2 #5 E.W. BOT. 3000 F2.0 2'-0" x 2'-0" V-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" V-0" 3 #5 E.W. BOT. 11000 F3.0 3-0" x 3-0" V-0" 4 #5 E.W. BOT. 15600 F3.5 T-6" x T-6" V-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-0" V-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" x 4'-6" V-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-0" V-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" x 6-0" V-4" 7 #5 E.W. BOT. 61500 FOUNDATION DEPTH NOTE: • INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE SLAB. 9 EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH RUNS THROUGH IT. FOUNDATION LEGEND 1 1 - INDICATES SINGLE -STORY WALL FOUNDATION L INDICATES TWO-STORY WALL FOUNDATION INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1/3 OF SLAB OR 1/8" SAWCUT x 1/4 SLAB FIBERMESH REINF. SEE THICKNESS WHERE PLAN SHOWN ON FOUNDATION PLAN 7C C CONTROL JOINT DETAIL SCALE: 1 12'=1'-0" `•," •:=. •Cir , • #5 CONT REINF. SEE FND. FOR QUANTITY q•,: ''';;;r #5 X 25" X 25" CORNER • ' '� I ' • _; BAR ONE FOR EA. •;, ,;; HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE'. 1 12"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A L (4) 1/2"x3 3/4" WEDGE _—_ ANCHOR BOLTS w/ MIN./MAX. 3" 5„ EMBEDMENT SECTION A -A a <d CONCRETE SLAB PER PLAN FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" I 1'-8" N S3M CN CV II1F•16 0101961 r71WIN go,-n,, V-8" 6'-8" 13'-4" 3'-8" 15'-4" -0" '-0. 15'-4" 3,_8" 13'-4" 6'-8" VERIFY LOCATION OF A/C PAD PER SITE COMP. COMP. VERIFY LOCATION F3.0 VERIFY LOCATION A/C PAD PER COMP. VERIFY LOCATION OF A/C PAD PER COMP. SITE 55 D1 OF A/C PAD PER L L OF F2.5 YD1 4" PVC CHASE SITE S3M S3M SITE 4" PVC CHASE F2.5 F2.5 F2.5 II II 11 55 I I o o 11 I I 55 I I I I S3M I D1 1 1 Fo I I 11 11 1 M M co !! D 1 i III I I I L S3M A ® I S3M 0" I 1111 I II ji 1 4" S3M S3M 4" V � III II II 0'-0° II III I III A 1 S3M I I O I II 11 l/ II III I � I II II PROVIDE 11, PROVIDE 1 III I 4 ® ®® 1 *Ile __ _J N I I I I I I 1 I II I I I I I _ RECESS FOR SGD. RECESS FOR SGD. REFER TO MASON'S REFER TO MASON'S I SCOPE FOR WIDTH SCOPE FOR WIDTH -_ I 1 — — I-�— I I I I I II b"IT I I I I 7 ——GII—I— 1 `IN N I PROVIDE 1 1/2" PA `~ 1 II 11 T II II 1`V PROVIDE 1 1/2" I A RECESS FOR SGD. 3M I 4" PVC I I CHASE I 1 I I I I 4" PVC ! I CHASE I A RECESS FOR SGD. S3M REFER TO MASON'S I I II 11 III REFER TO MASON'S SCOPE FOR WIDTH a, i PD01 SINKI I � -1 I I I LINK I SCOPE FOR WIDTH I EaV i l-----------7T - — I - - - -mod— - ] PW01 C I I P o �__-__________ - I I Tr----------- III 55 I -- - D1 1 I D1 I 1 1 I 1 1 D1 1 1 11 I 1 1 PW01 III I I I I II 1 1 D 1 I I 1 II P/z 1 I II I I 5'-10" I I 14'-2" 14'-21, I I 5'-10" III 1 I 1 16'-14" 16'-14' I 16'-O2" I I 3'-1Q41' I 1 T-104" I I 16-02" I L 1 I I O O I I I 1 I l o o pzi I I I I 1 1 O O II ( I Il�r v II I I II SINJ I I I I I'- r I 1 I I III INK „ 5'-4" I 8 -72 N I �„ I 6 -02 ( I GG II II 1 1 i" GG I I 6 -0 I - N f„ 8 -72 S31M I I 1 1 I I S3M T. 1 1 14 II 11 I N 7'-10" II 1 10'-1" 10'-1" I I I 7'-10" 1 I 2'-1 J , PROVIDE 1 5/8"x9" RECESS FOR DOO I I 1 ( �? 10 ( I I GG _ _ _ _ 11 I 111 I 1 I I I _ _ _ _ GG 1 I 1 PROVIDE 1 5/8"x9 RECESS FOR DOOR! S3M J 1 11 II 11 11 S3M L f SLOPE S3M I V 1 I I W/C 1 1 1 I ( I a 1111 ! I Ir I I 01-0.1 W/C I I 1 I I I S3M SLOPE, -1 ELEV APPROX.1-112"BELOW F.F. L— J i . ; L J FT ELEELEV. ELEV CAN BE NO MORE THAN 1-112" ELOW TOP OF EGRESS F3.0 PED 1 PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" 1 1 1 I I SI ED CAN BE NO MORE HAT 1-112" BELOW TOP OF E RESS D009THRESHOLD. FIELD L 2-4" VERI - M I I K I S3M iv RECESS FOR DOOR. RECESS FOR DOOR. III 11 1 `V K I I S3M 1 M DOOR THRESHOLD. FIELD RIFY 2'4" 01 J -C ---4" - -- __�ft ed __ -- - -- Cv 1 I 1 -40 cD cv 1 ' K N 7'-6" 7'_6" 21 „ co N K I 55 K D1 S3M T-2" S3M 4" I 9'-114' 2' 64" 2' 64" I • � 4" 2'-64' 2'-64" S3M 9'-114' K 55 S3M D1 7'_2" FM24 FM24 FM24 FM24 I ED SINK I O 60 I I 55 ELEV. APPROX. 1-1/2" ELEV. APPROX.1.112" 55 I pWp1 1 N 1PE SINK N D1 IM. W/ CUT TAN BELOW F.F. BELOW F.F. ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE 1-112" BELOW TOP OF THAN 1-112" BELOW TOP D1 F SIM. W/ CU D1 N I 1 W/C 0 1 N LK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESHOLD. FIELD VERIFY FIELD VERIFY LK AT BAS 1 0 N a w W/C ( 1V C"a0iwo-ow- rj N PW01 `�' / - - 01 --fry- - -1- rn N - - D1 N - - o� 1 - - —ed - - - - - - D1 55 D1 I 1 oo w O d a w 1 55 D1 SIM. W/ CUT 1 O 10.- I SIM. W/ CUT BLK AT BASE BLK AT BASE J J I 1 J J 3M S3M IT) S3M -77-1-77- S3M /-7 7-47 7-1-7, __4 — L SYMMETRICA L S3M 10 3'-0" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8' Z-8" 8'-0" 2'-8" 2'-8" 8'-0" S-0" 6'-4" 13'-8" 13'-4" 6'-8" 6'-8" 13'-4" 13'-8" 6'-4" V-8" vr 20--0" 20'-0" 20'-0" 20'-0" V-8" fl (1666) 5 N S3M FOUNDATION PLAN (1787) SCALE: 1 /4" = 1'-0" �N ti O Cn L x O t- ` rs � D v t:;_`� O O Uj 0 Uj r: _A+ U To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W QO vEE v N o N O OCf 'n w 0 fA W N c0 N # i; .4 N 0 � ,y c: M J C J U. W LL LL a. a Z — C rM O W 0 cp m u, ZIL u' N Z Q J co Z N O U W U U) ❑ ❑ z N th z � g z o � Q J a N N [' z 0- (v 4-1 Um 0 Ln N � w o C in U C a �E w= U o N �Q c N 0 I� o cn z z M 03 z m ;) a Wz aR z® Od t— oj C1 ° UO U � gaZ Z o E ON i z ,0 Q° ¢ � >` n7 m� O z c v J 8 a z z •n N o, jo W U 01w a � 'o o O w >a� C o r a� (Yi N m m H cr) o^O Q O m O cep Q O N CV Ln F-- CV C5 Q L0 `mot r E c 1 CV �; Z M Z E M m a U _j -o - Q p c JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 2 v+ 3 2 a> `v o- cn 0 a rn c0 0 I N t\ 0 0 J 8 0 co r0 0 I 0 to Ln 0 I N F— Cr C rn 0 I N t` O J Ln O I O CD LO O I CV v V) O Q o, -L Q N N O N N O OJ / N t1 `o U v O CAI cl- V 4J •O U O_ QJ U I Y 0 O J LZ N cV O N O) �C7 ai v 0 0 cV cV CD Q) u7 0 Q m v Lr) 9 e C F I (1787) (1666) (1666) (1787) FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 1ST FLOOR DOWEL LAYOUT PLAN I SCALE: 1 /4" = 1 r-0" O M Q L'Q >< a Cr i ._ d r l C) J C' CN r p` .. , C.7 - O t•. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a E 00 CO (� O CQ 0 oN d c' m OD QJ N_ W 7 LO CD on # - N U)nr4� ad; M # L� Q W J LJI.. u-a Z w — a d Y (0 C , �7 L Y9 O 5 W _ O N 5 Z ILW in�pj 0 m w cc L0 N a Z N O U 0 W ❑ ❑ Z N th O O Z N Z n � Q rz � r N Z � o W 4—j (13 r� w U 0 N /rN � w o Lv N 05 fn n ` V F— U � w - � E •, U O N O O (O J z M J o 3 z a LL C CL Jn zo �O > ry Z o QN Z oa V r4 .w� f0 U p III E U �a 7 U o � Z O 1 1 O ao ¢O a z ~I O a0 ¢w m0 z 7 _�. a �� �O � d >z U) _J1 a < m N �i op zz Qo d >! � w U <p aLL r3 C w x O cD a ¢ O a C O N > M = �; r`0 lO T� V J v L CD O^O Q CD 1 T 1 N c. O Lfl r / m O CV = N LO }� y O O CN O 0) L^ E E c LO O Z Z E t� a E U „ Q cc JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 3 3 N v 0" N O Q Q) CO O I N r� 0 0 J 0 L0 CS 0 I O 20 LO O I N H O 7 V)) c, Q Cr 0 I N 0 J O CD L0 O I CD CD O N I v c) v� C O 3 H Q N O / 9 E N GJ E O S `v N r7 0 U 0 O UI U W d / U d C) N I i 0 0 a> f N O N O ci 0 0 Ln a CV O 0 Q m 0 (1787) (1666) SYMMETRICAL (1787) FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 2ND FLOOR DOWEL LAYOUT PLAN I SCALE: 1 /4" = V-0" '0 �-C-o r- o N X -L CL Cn `2 ; '_ Q J G) lCt N 7! � < l r` 00 CN- y �t !^ v1 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. v E co C IQ, C Cb N � M N O # w Q N M V u- C co w t 13�Z/ U a � �O 5 iW t _� O O W _ ENO o 0�O_jO' W LL m w 0 ii'Z ry OU o W ❑❑ Z N to O ZE3 Z � � Q a n (D o Um Ow to �V) c c N • U ®: o L U U o N ° O CD _ w t+3 M J y o ¢ z z w � Q O io � o -0 wz Zo <R Z® Oa rz M a 0 OQ Z- O N � i o w Z ¢� . N N z U s m O O � � z C) u�iO Qw Cn a z U Q� O� NO a- W T 3 U a g F F aF z ¢ `x3 O O cOD a � v Ala � 3 C o T > M 2 N CO n O^TO CID 0 O Q CV '^� v ! m C=) ate-+ CV = O 04 LO O O 0 LO at � N LO �; o Z M Z E N cc a U -j Q 0 -j JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 4 3 F- i 0 N 0 rn 0 I 0 J C> 0 LO S 0 LO O I N / d O cn 0 Q CD 0 I 0 J 0 ra 0 I 0 1.0 L0 0 1 N O 0 / Y o` 3 a N 0 v a F-� 0 O C c J N N 0 0 U U O a U a z Y i c 0 .o 0 J LZ N cV N O 46 cm 0 a CV O N O LO iv 0 0 z 0 w m cn 100 10 201-0'1 6-8" 1'-4" 54" T-4" - n / II / II TYP. @ TREAR 0o 60 DOOR LOCATION I I FOR OPTIONAL I I SCREENED LANAI LANAI 9'-4" CLG. II CONCRETE I I I I II 6'-0" II II II O f�1 801.0'1 201-01' 201-011 3'-8" 15'-4" d'-0" '-0"1, 15'4" 071 IIYIC rV L COMP. COMP. II 11 COMP. COMP. O ( O ?) 39"x59" SH I II I II �1 (2) 39"x59" SH DOOR LOCATION DOOR LOCATION FOR OPTIONAL FOR OPTIONAL LANAI SCREENED LANAI o T.O.M.9'-4" o SCREENED LANAI LANAI 9'4" CLG. 'o T.O.M.18'-8" zo 9'-4" CLG. CONCRETE CONCRETE 1 V-2" it8'-2" 8'-2" 11'-2" 1 6080 S.G.D. O 0 6080 S.G.D. ----- 4-SH r LIVING �---- M M 4-SH ----- ---- i LIVING 9' 4" CLG. I REF REF I PW01 9' 4"CLG. CARPET I 2668 2668 D1 CARPET B.F. B.F. 7'-34 3' 0 go-, g'_04' 3' 0 7'_34' TYP. 1 Z KITCHEN A DINING DINING Al KITCHEN z I N OI I < 9'-4" CLG. A2 10 9' 4"CLG. 9' 4" CLG. 10 A2 9' 4"CLG. I lO N I TILE 10 TILE TILE 10 TILE I A3 N N A3 PWO1 1 10 00 80 10 1 201-011 6-8" T-4" 5' 4" 1'-4. TYP. @ REAR 55 rr - II � II � II �, LDOOR LOCATION FOR OPTIONAL I I SCREENED LANAI I I LANAI 9'-4" CLG. I I CONCRETE II II II II 6'-0" II II � II O II INSULATION REQUIREMENTS WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) LOCATION R-VALUE / TYPE EXT CONICWALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 9'-4" TOP OF MASONRY WALL EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 18'-8" TOP OF MASONRY WALL GARAGE SEPARATION R-11/R-13 KRAFT FACED -2HOLIR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL BOTAFT TOM SI EHOF DEICK NER NGBOVE TO WINDOW SCHEDULE R.O. CMU R.O. FRAME SIZE (Flange) (Fin) TYPE 4 q co -2HOLIR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 12 20 x 26 18 4 X 25 S.H. 13 20X38j 184X37j S.H. 14 20 X 50 j 184X 50 S.H. -2HOLIR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 1871 X712 s•H. 11-12 27 1/4 X 26 26 X 25 } S.H. o0 N iH3 27 1/4 X 38 j 26 x 37 S.H. TYP. INTERIOR WALL 1 H4 27 j X 50 j 26 x 50 S.H. BEARING WALL 11-15 27jX63 26x621/2 S.H. 11-16 27jX72 26X711/2 S.H. J22 37 4 X 26 36 j X 25 1/2 S.H. DINING Di SINK DW DW SINK I I DINING = rn o� 9' 4"CLG. TILE �� TYP. I I L---� o 0� o F - - l 1 1 I I F 1 1 0 0 I I I r--- m TILE CLG. TILE 23 24 37 J X 38 i 36 j X 37 3/4 S.H. S.H. 37 j X 50 36 j X 50 LO o> N I ------ L - - - J _-_--� L-_-_--J E----- --- I N T x 25 S.H. 37 X63 36 X621/2 N 26 37 X 72 36 } X 71 1/2 S.H. 3'-44„ 5'-10" 10'-14' 10'-14 5'-10" 3' 44 DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 8'-84„ '-104" 2' 3" 3,_92„ - g'_g"' 2, 3,. 4'-1 8,_8a" 0 0 32 54 X 26 52 7 X 25 2 S.H. 17R 17R `r - N 33 54 X 38 52 X 37 S.H. - N `" ------------ --UP-- - 1 = PW01 L--------------- 00 N 34 54 X 50 i 52 j X 50 S.H. j --UP-- -------------_-_-_� - - L °� 35 54 X 63 52 X 62 j S.H. I oo TYP. 00 OPENING PRESSURES ENCLOSED - EXPOSURE"C" AA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 �F +26.6 / -33.5 GC� SEE SN SHEET HC� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 I -- -- -- -- 36 54X72 52}X71 S.H. I LIVING LIVING -- - L--- I HEADER SCHEDULE 55 I SINK DW GG _ - - - - S3M 9' 4"CLG. 9' 4"CLG. S3M - - - _ GG pW SINK I 55 39X59 40 X 59 N/A S.H. S3M - - - - S3 CARPET CARPET S3 - - - - S3M D1 B1 r` DOUBLE 39X59 79 X 59 N/A S.H. = B1 MARK HEADER SIZE REMARKS - - 4068 0 10 w I OI it) z KITCHEN Ba 10 ;�, 4B68 ----- __ T -- -- ----- B.F. Bz KITCHEN c� 110 AREA TABULATION (1666) H1 (2)-2X6#2SYPW/1/2" O FLITCH PLATE 9' 4"CLG. B3 b> - - - _ - - - 1ST FLOOR LIVING AREA 674 O TILE 10 _ _ - - � � - - - - a, BO 10 TILE CLG. � O ID 2ND FLOOR LIVING AREA 992 H2 (2) - 2X8 #2 SYP W/ 1/2" o FLITCH PLATE LIVING TOTAL 1666 - - - - - O (2) - 2X10 #2 SYP W/ 1/2" IJn � i REF x ----- -- -- -- -- ----- x REF 00 � CO GARAGE 264 H3 FLITCH PLATE ----- ------------� ENTRY ENTRY �------- ----- ----- FRONT ENTRY 98 9' 4"CLG. Y - - - - - - - - - - Y 9-4-CLG. (2) - 2X12 #2 SYP W/ 1/2" CONCRETE o W - - - - - - - - - - W o CONCRETE LANAI 120 H4 FLITCH PLATE in - - 0 in TOTAL AREA 2148 H1 H1 -- -- 12'�" 6'-44" 4'-114" 2'-22' -- 3'-92" - - 3_92 " ' I AREA TABULATION (1787) H5 (2) - 1 b=2 X 11 1/4 LVL -- 2'-22 4'-114 6'-4a 2'-4" o0 2.OE Fb=2950 o? 1ST FLOOR LIVING AREA 759 O C--- -- -- ___-_ I oo c0� 1- -- -- ---� OC I I H6 (2)-13/4"X91/4" IN T.O.M 18'-8" - _ 6' - TO.M 18'-8" - 2ND FLOOR LIVING AREA 1028 LVL 2.0E Fb=2950 LO FOYER I I I T.O.M 20' 0" in LIVING TOTAL 1787 T J 8 I I I 60 T F YER 1 1 I I I a ' FOYER FOYER ' Q 1 1 1 1 M 9'-4"CLG. _ _ - - - _ _ _ _ _ = 9'4"CLG. 2 - 1 3/4" X 16" ap I 13068 TILE o0 17R I �y N i`v Z�0�01 I 17R TILE 3068 1 I oo H7 ( ) 3.0 ih UP I I I I o I 6'�p 9' 4" CLG. 9-4-CLG. R I m UP LVL 2.0E Fb=2950 co cn `L x g o I I I I 1'-0" N GARAGE 265 8 N TILE TILE I N �° 12 (2) - 1 3/4" X 7 1/4" - - - - - I I I I G8 I 3'�0'� - I I FRONT ENTRY 67 H8 LVL 2.0E Fb=2950 (3) 2 X 4 #2 SPF (3) 2 X 4 #2 SPF TOTAL AREA 2131 I - 6'-11" I 2 - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for STUDS w/ (3) 16d a a 2'-6" 7'-0" 7'-0" 2'-6" 6'-2" 3 8" STUDS w/ (3) 16d �� RAG () Bearing Wall Call Out When = I �Ta TOENAILS BASE W.H. WH• °Q - oo W.H. W,H, TOENAILS BASE I = FLITCH PLATE 2668 r °� 1 °� 2668 I Straps are Required I B•F• M BUILDER TO O BUILDER T O °' B.F. I �* * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED PROVIDE BUILD R TO BUILDER T ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND APPLIANCE T.O,M.20'-0" PROV E PROVIDE P REQUIRED STUDS PROTECTION T.O.M.18'-8" APPLI CE APPLIANCEpTMIA o WHEN REQUIRED PROTECTION PROTECTIONPRO PER FBC WHEN REQUIRED to CD WHEN REQUIRED WHEN RE General notes �o 0 o WHEN REQUIRED B6 L° 66 PER F C Cl) Cl) PER FBC PER FBC 10 10 1. R302.6 (Table 302.6) If water based ceiling texture material is used, GARAGE GARAGE _ Provide 1/2' gypsum board for 16" O.C. Framing, or 5/8" gypsum POWDER s' 4" CLG. GARAGE GARAGE 9' 4"CLG. POWDER board for 24" o.C. Framing. Note 1/2' sag -resistant gypsum board CONCRETE CONCRETE may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" sum board 0 9'-4" CLG. 9'-4" CLG. 9'-4" CLG. 9'-4" CLG. YP 9YP TILE CONCRETE 3'-2" 3'-2" 3'-2" 3'-2° CONCRETE TILE must be installed on garage ceiling beneath habitable room(s). �Ta PW01 0 o PW01 --� 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts °' D1 N ENTRY ENTRY N D1 °' penetrating the walls or ceilings separating the TYP TYP. T dwelling from the garage shall be constructed of a minimum No. 26 O 1 H4-SH 9'-4" CLG. 9'-4" CLG. - 1 H4-SH O APPLIED B o co 00 _ _ _ _ _ _ _ _ _ _ _ o APPLIED gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class r---------------7 r-_ -------------- CONCRETE CONCRETE r-- -, r--------- ------- STONE 1 I I `O I a 1 `0 I I I STONE 0 or classl duct 4' 4" 2'-0" I I I I I I I I 2 -0 4 4 board, or other approved material and shall have no openings into I I I I I I I I the garage. I I I I I I I I I I I I I I I I I I I 1 I I I I 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire I I PW01 I I I I rated door. I TYP. @ K I I I D1 I I I K TYP. @ I 4. R302.7 Any accessible space under a stairway shall be protected I GARAGE 1 1 I I 1 1 GARAGE I with 1/2" gypsum I JAMBS S4 I I I TYP. I I I JAMBS board. T.O.M. 18'-8" 9'-4" CLG J_ _ _ _ I I I 1 _ _ _ _ _ 4" CLG. T.O.M. 18'-8" T.O.M.8'-8"�CZGf ----- I I I I I I �'�� T.O.M. 8'-8" o - - - - - - - - - - - - - - - - - - - - 0 5. All doors and windows providing direct access from the home to the <V - - - - - --------- ------------- z- - - - - - - - ----- - - - - - - - - - ----- CV pool shall be equipped with an exit alarm complying with UL2017 - - - - ---------------- - - - - - - - - - - - - - - - - - that has a minimum sound pressure rating of 85 db a at 10 feet. The 8070 O.H. ( 8070 H. O SYM I RICAL O 807C H. I 8070 O.H. exit alarm shall produce a continuous audible warning OI I O when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not 3'-0" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" 4„ 4„ 2'-8" 8'-0" L& 2'-8" 2'-8" 8'-0" T-O" acceptable. All 6'-4" 13'-8" 13' 4" 6'-4" 6'-4" 13'-4" 13'-8" 6'4" 7. R302.6 The garage shall be separated from the residence and it's 201-011 201-011 201-011 201-011 attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all 801-011 habitable 40 rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling Q assembly, the structure supporting the separation shall also (1 / V /% ) (1666) (1666) (1787) protected by not less than 1/2 inch (12.7mm) gypsum board or CELL D FILLED ELL LEGEND 8. R612.2 Window sills In dwelling units, where the opening of an ■ CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) 1st FLOOR PLAN FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere SCALE: A"=V-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass o 0 cv LO X �t ` ;-D L c cs s rn O c Y LO a o 0 1 _ ,0 Uj °'F're > t r. v Cj 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E V Q, N �0 y0y YI r n � J Q M 0 2S # W C .J Z LL W LL co LL 5 p _ w t �°o °o W Co m w OD M Z Q J J ;^ N O U * LO) Z W ❑ ❑ 0 V M o z N z o� � Q � a L%i M Z a T LLJ V7 c y U w E I• 8 _ £ 0i 'I'..... U ) N Q Y I_ O UD J a Z Cl) z o Z � LA- CI zo wo >�`+ ao Q 2 O Z® oa 0 Z m o E N K O 0a az ¢o U U o¢ aZ N Li ¢o 0r ¢� m� U) ICI OUZ N a� Z J m " Q W � N a oM 1 Z gO Q LLa m w W <2 & 'oLL a 3 w 0? c00 D a �t zIa i; 3 c .c T > M Z L r a' 0 C C.0 00 CO r Q O r O c�fl M O LO II-- N L� O N O � Q M LO N E > L0 o Z E `m m a E v -j -o =? Q o c c JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 5 201-011 20'-0" T-8" 164" 164" 3'-8" T-8" 164" SYMMETRICAL 801-011 201-011 201-0" TYP. TYP. 55 55 �� (2) 39"x59" SH (2) 39"x59" SH 00 I EGRESS EGRESS 0 0 EGRESS I EGRESS B4 2x4 HALF WALL o q i � 2x4 HALF WAL B4 _ � 10 3-24 c066d, W/ WOOD CAP I O O W/ WOOD CA � 10 3-24 i --G--F.----- I ---C��- i �6�°�b - 0. BATH _ _ _ - _ 2 39"x59" SH 2 39"x59" SH _ - - 0. BATH x _ 8'-0" CLG. TILE 8'-0" CLG. ' TILE M O _ EGRESS EGRESS 4_S R/SH R/SH 4 EGRESS EGRESS ,� - _ _ _ _ _ _ -SH AV—Tco 0. SUITE I= 0. SUITEto T 8'-0" CLG. CARPET I PW 01 I �1 6� 8'-0" CLG. CARPET D1 E8 I I ti� c� TYP. I =Ico = I ;., I �? co T/ co R/SH - - =0 4-SH I - I \ I -A__LAALtP I I I /\ _AALL_r___L_L I I 4-SH R/SH �•. :: �;:1 ;. 1 •O• 1 . 1 f11� •, •, CARPET CARPET • I.1 • ri '' ice\,, ,, , /'1' �� ��,, • 0. BATH 0. BATH •i i• . t : i• 1 TILE -84 1 2x6 LL 1 j .� • NOWN LAUNDRY MM ONES 8'-0" CLG. 2668 NEW NOWN TILE B.F. OWES IIIIIIIIIIIN R/!H OWES FIES 60 05- LOFT LOFT . 1 '1• ,,I, 1 OWESmom•••' 1 •lip : 1 �n� : 1 .. AUNDRY,, --jAUNDRY 1 1 �� • •-0"f 1 r j :^: `'4 tT.O.M.I �, NINONi► 1 i BATH #2 �u CLG.., mBATH #2 1 11 I�11168 TILE 1 •F. f IBEDROOM i CARPET • ill, ��� �'.. •11• i�� •. •i Ia# IN 1 1� • 111'` I i". ••• •••1 • , BEDROOM #3 BEDROOM #3 ,` \�\ CARPET CARPET`040 _Z\Z11 cir •�I• , ' BEDROOM 'IEGRESS•n• 1 •1 /• : 1 •' •1 1 •1t• L CARPET.. :.I: . t; . ;:; 1 11 BEDROOM ., .I EGRESS EGRESS EGRESS. . •1 i• •i • ro \�`\O`111'7\`11t\1�1 `1�`\Z�`_�'t',1\�\ O • 1 1 1 1 / 1 • 1 1 S-0" 0� CP 0 W.I.C. 8'-0" CLG. CARPET INSULATION REQUIREMENTS WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) LOCATION R-VALUE /TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 9'-4" TOP OF MASONRY WALL EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 18'-8" TOP OF MASONRY WALL GARAGE SEPARATION R-11/R-13 KRAFT FACED -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL (LANAI), W/ SHAFT LINER BOTTOM SIDE OF DECK NGBOVE TO WINDOW SIZE 12 13 SCHEDULE R.O. CMU R.O. FRAME (Flange) (Fin) TYPE 20 x 26 18 4 X 25 4 S.H. 20X38 187'X374 S.H. -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 14 20X50j 181X50 S.H. -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 15 20 X 63 18 4 X 62 j S.H. 16 20 x 72 18 4 X 71 j S.H. 11­12 27 1/4 X 26 26 X 25} S.H. 11­13 271/4X38j 26x37 S.H. TYP. INTERIOR WALL 1 H4 27 4 X 50 j 26 x 50 S.H. BEARING WALL 11-15 271X63 26X621/2 S.H. 11­16 274X72 26X711/2 S.H. 22 37 4 X 26 36 j X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 } X 50 S.H. 25 37 4 X 63 36 } X 62 1/2 S.H. 26 374X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 j 52 } X 37 S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 J X 71 4 39X59 40 X 59 N/A DOUBLE 39X59 79 X 59 N/A AREA TABULATION (1666) 1ST FLOOR 2ND FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY LANAI TOTALAREA AREA TABULATION (1787) 1ST FLOOR 2ND FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY LANAI TOTAL AREA FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 GO SEE SN SHEET OH SEE SIN 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 S.H. S.H. HEADER SCHEDULE S.H. MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" 674 FLITCH PLATE 992 H2 (2) - 2X8 #2 SYP W/ 1/2" 1666 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" 264 FLITCH PLATE 98 (2) - 2X12 #2 SYP W/ 1/2" 120 H4 FLITCH PLATE 2148 H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 759 (2) - 1 3/4" X 9 1/4" 1028 H6 LVL 2.0E Fb=2950 1787 H7 (2) -1 3/4" X 16" 265 LVL 2.0E Fb=2950 67 H8 LVL 2.0E Fb=2950 2131 Follow Q/S4. See Plan for RAG (2) - 2X4 #2 SYP W/ 1/2" 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 General notes 1. R302.6 (Table 302.6) If water based ceiling texture material is used, Provide 1/2" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note 1/2" sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. 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 have no openings into the garage. 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. R302.7 Any accessible space under a stairway shall be protected with gypsum board. 5. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. R612.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannot pass N �..tio co >N< o -c o �- c9 f. N r L7 c15 Q r C; 03 p_ ,-W r , cv 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 O M 8 N N IT S n 0MM ao 0,i ^ J QC M d0, J L W J LL LL 55 a- Z 13� _ W -ern a o M _ Y, t6N(0 W0 2,;; m w co °' ILZ . N N Z a J Z OU o o V M .�- Z N c+1 00 CO Z o Q � a (nv) n M z U o � jl_ w m 0 V N � w g U w � 8 �• _Q c U) Y �1 N 44t r_ CD M M o � z z a � J w QE O >� �o Z® CJca H to _C1O -0 0a Z o E O L as z az rn ¢ y U n 0 o Zz Z J G Z fn F oM i; CL oLL a nF W U � <o J CD <CD _ ��0 O w a 'mod' 01 a � 3 o T N > T i ai m i- cfl 00 or�0 T O O Q = atea O N CV Lr) II- O N O M Q (� N r (D •� ' CV LO O Z M Z � E 0 „ m FL E 0 U cc Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 6 L v c 0 r O O J 0 cD 0 CD co W) C) I N / v fly/ 0 0 I n 0 0 ca co 0 I 0 0 N v C r!/) 0 v+ C a N N v G. E F� d E O S 0 O C J co v LZ U O vl N U N O a U .0 d h 1 Y Q 0 U CL L� N O O r[ 0 N O N a 0 C 4 m 0 WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL 01 80'-0"-18'-8" TOP OF MASONRY WALL, W/ 01 S 20'-0" 20'-0" 20'-0" 20'-0" HAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION SYMME rRICAL WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM i u i a I u I N SIDE OF DECKING U.---------------------- LL--- ---L------------------- ---JI TYP. INTERIOR WALL LANAI LANAI i i BEARING WALL II II LANAI LANAI II II FILLED CELL LEGEND II , II I CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM 11 II II II II II LIVING i i LIVING i i FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) II REF REF II ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) a Z KITCHEN DINING DINING KITCHEN Z IIII�-� a I I 0 I I DINING SINK oW oW SINK I DINING L---� O O I I O 0 r---� _ J L--- _JI --------- ----- -- ------------- I 0 0 0 0 I I SINK W SIN -- oil Z KITCHEN ----- ------- KITCHEN Z I i0 o - .n i REF ----- ----- i ----- REF i ENTR L------- �.._ ------------� ENTRY FOYER =___ ; ___= FOYER FOYER FOYER 1 1 I I I I 17 I I I W.H. oo co O GARAGE GARAGE [:7 POWDER GARAGE GARAGE POWDER im ENTRY ENTRY — — — — — — — — — — — — — — O — — — — — — — — — — — — — — O 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 1 I I I I I I I I I I I I I I I I I I I I 1 I -------------------L--- I I I I ---1----------------1--- I I I I ----_------ ------------ I I 1 I --------------- I I I SYM TRICAL I 20'-0" 20'-0" 20'-0" 20'-0" 80'-0" (1787) (1666) (1666) (1787) 1st FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" > I` o N rN . co az C C L C' CV Iz o c� M Q v U CJ .O a � Q .Q J, O O U 0ji 12 s 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. ' M W E IQ V C 04 0) Do N m °� N cn0 � '4 N O ik W C W J W J a 5 r o W" = O �'�^� O c°0 pj O' m = ILW U-CO -<' Z N O U 0 0 W ❑ ❑ z N o 0 z � a � M Ln z vol i7 0 j� U m Ow Q �/� o C Y � `v U s ay I _ w J U o c u' 0 Q co O C:,w co Cl) y o Z 4 U_ w 0 zo �� oLL >N ¢o Cx E O wj z® oa w CB I— ro x� �a �° U Z Oo Q z a z w. C'j ro 0 ao 10 _ =C aoz OY U z z � J m c� ,y Q W � w U) Cn 2 3 o� � � Z Z go � F W U � a � w CD= o C O wF 5 �o a o3 C >M fD M ^¢ t L ^W+ TO r O Cr N U Q = O N N Ln F-- �0 o 1 L,! N CV LO O Z cc z E �' m a- E 1 U ,OI Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 7 4 at LC 80V I - 20'-0" 1- 20'-0" 1- 20'-0" 1 . 20'-0" 11 (MM9TRICAL 41V X4 (1787) (1666) (1666) (1787) 2nd FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" C" C=11 7:: CD C-13 C) O 0 oo -0 0 CI4 C' 7 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 sea[ is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. W E 0 0 FC-4 04 - 0 C (a CO C A 0 12 IN 0 CI) C Lu M u- M C 0 W = 10 C" 0 W 05 M Z<-47)LLZ a Cq < 0 b L) z L) 0 W (D M V O ;ef g ZD M LU 0 M 0 -5 W U E 8 C) U) < 0 N CA C:' co M 0 z z U- cii E CL 0 E u co l'— CI 10 <1 U 0 Do Z0, E 04 0 0 . Z w 0. 2 .0' 10 z -Z ZU) Q) V �0 �: < z !Z5 .0 W 2L w, - 2 4 z-� < 3 MiC) cfl 01 0 > DI CD 00 C CD C) C-� CjDO O C'4 LO C14 (=) 04 C)�Q� (5 0) E Lo 4i 0 M z E (A 2 M C M a- E a 4i 0 -j 0 < 'a 0i6 0 JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 8 1 L.. -- -- - - I I I I 1 1 II 1 1 1 1 11 I 1 1 1 1- ---� I I mit 3 ,o 42 0 C Cr 0 a rn c0 0 I 0 J 0 0LO I O CAD 0LO I N i v Cr42 N 10 0 I 0 J 0 I Lo 0 I N rrntzl 0 �v+ C 3 0 i d E v J y LL c> v c U N V d 0 i z Y i a v O J v LZ N O V rn r N 0 CL N O 0 Q m v =02 ppp- _ A — — — — — — --- — — -HINGLE - _ _- _-_ _ - - - - - - — - -i -6" REVEAL -_ SHIN LES ��IDING 6" BANDING II I N� �N 6" REVEAL HARDI-BRD. SIDING NI I ■Inllllilllie� .�AI�IlIlP 12 !;Z�5 Im '1111IM111111 r, !' '- ' = IIIIINIII IIIIIIIIII � = � IIIIIIIIII IIIIIIIIII � N � I� � � NIIINIII IIIINNIII � ° � IIIIINII IIIIINIII ,��'�� r�� IIIIINIII 11111111 IIIIINNI IINII1111 _ 1 1 1 �11 I NIIIIIIII Illltlllll 1111111111 ININIII ® -_ IIIIIIIIII IIIIIIIIII IIIIIIIN illlllllll i1 �� 1 NIIIIIII lilllllllll Illlllllli iIINNIII .AD I UNION]SIMILAR SIMILAR : ... ... 12 5L,o� --- I,------------------- OFF RIDGE VENTS, TYP. OFF RIDGE VENTS, TYP-_ (1787) FRONT ELEVATION SCALE: 3/16"=V-0" 12 �Q5 HEEL - - - - - T.O.P. ° -------------------+------------------- ----- +--------------------- -- --- HDR. TEXTURE FINISH O 0 0o TEXTURED­/METEXTURED FINISH FINISH 12 12 STANDING SEAM 12 (2) 39"x59" SH 2 39"x59" SH 4L,� 7— +1" PAD — - SHINGLES a 16" BAND I TEXTURE (2) 39"x59" SH FINISH I (1787) (1666) 2 39"x59" SH (2) 39"x59" SH 12 1 B IhEt�GLASS �"`"�-�-T ---------------------- ---- F.FL. sk SHINGLES":- �_ _�T_ +1" PAD CLG. HGT. D I I TEXTURED I (1666) (1787) REAR ELEVATION SCALE: 3/16"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 "d N Q .. 0 X © c �- a J � U } a a¢�J 0 0 0w �Ey. i �rf�ie /pry;9 f 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. M' W X Q Q p N Aa: V a)C a S ICU y 0 V7 * J �M055z2 � u_ Q C J 5 u W _Z CocL� a o o_ O m O o Z� LLW (ern°' m M Z Q F I- N oU U O Z W ❑ ❑ V M � 0 0 Z z Q a N z C9 � � — 4, ww � U O N w o c Y N � U it & 's J E t d U =O N c V' Q � rn 0 � w C!J O � cl E aLL <o Q E wz z® oa H &a U° � oz Z O ci a N tro <o m� C¢ CJ) Y U N Ott Z Z J m U G W Z h N N a° °off Za az CL LLNW W C:) az J wa =y> r co � oa za a o- o3 c o T > Cy) T rn m L CD n o CO^o T Q Q =3 O T 0, CV Co l� cc> "' co CV = O N LO O G �_. Q Cn Lii C.0 T T� E _ CV N Ln O Z Z E I� E � Ii a o JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 9 3 v v c rn 0 I r 0 J 0 L0 C) 0 L0 O I ID ca- r) �po Q rn 0 I CN O 0 to 0 I co L0 0 I v N 0 i 3 a 0 a E 0 S `v J N LZ L 0 O cu �I cu 0 a a� fA I Y 0 a� LZ- N rn Lo ui 0 0 cV cV O 04 Q v 12 5� 12 5� 12 �5 12 T �. 5 — — — T.Tf, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —NX — — — — — — — — — %-ff TEXTURED FINISH 1 H3-SH T-9" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PAD - - - - - - - - - - - - -PAD ----T 5� - HEEL ------------ _-- - T.O.P. HDR. - - - - - - - - - - - - - - - - - - - - - - - o - 00 O (O 12 F.FL. CLG. HGT. -------------- BRG. AT ------------ GARAGE - HDR-H-GL----- - - - - - - - - - - - - - - - - - - F Y -5 2'2„ TEXTURE -, FINISH 00 0 00 F.FL. (2) 39"49" SH TEXTURED FINISH - -------- -- (1787) 12 5� 12 �5 -- -- 16" BAND HEEL T.O. HDR 0 o' (D 12 7 F.FL CLG.HGT -------------- --- ______________ r _ _ _ _B_R_G. AT GARAGE., ----------HDRH-GI. r\\--TEXTURED 2'-2"5 _ FINISH o o� 60 00 - - - - - - - - - - - - - - - - - - F.FL LEFT ELEVATION SCALE: 3/16"=1'-0" 12 Q5 --------------------------- -2r --- TEXTURE FINISH 1 H3-SH 10 x 7, 9„ -------------- �--- --- +1"PAD -------------- +1"PAD -- �16" BAND F4l9.2 (2) 39"49" SH TEXTURE --------------------------- FINISH (1787) RIGHT ELEVATION SCALE: 3/16"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 � o c1l CO X -C CDLo y C C, i T f O O CU w o '1 f F L r J E S 1 14 a" To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r; a o E M 8 -X.;�\y O 0 d .0 c N a� Z A, Q N LL C J LL W LL fl C1 cc LL 5 S d J w Z_ z @ o U) w o W W � ca N 0g W Z IL (1)T m w co U.)N Z ` aN Z O U O N W ❑❑ V M !�2 z N z 10 �O N z o Q Q Q Q a r Ln z o � o 04-1 to �N Of N U) U l0 �l W H JE p L U i " I/ U o N c v' Q o e N r� ca w Z CYJ M w o S LL. E Q E w� <� z® HO oa o° o� o E 04 ao ao xZ ¢w U O o-z Z Z C C: J "m w f w ccc��� ~� Zp aU oLL wF $z 3 O o C.0 5 >o n 3 f� > M Z ui � � Q H 00 CO r r N (/ C=) v+ m Q � N = LO N O O r r E o 0 Z E a m E U a � Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 9.1 Y i I v _ Cr cn 0 rn cc 0 I N n 0 J 0 Lo 0 to L0 C 0 _ N .A$ Q cp CN 0 I 0 C] Cn LO co I 0 42 v c 0 0 N O S L O J (L 0 U v V U N .O i U 7 z I Y 0 U J Lam. N LO 0 0 CL C'4 CV O N 0 Q N NOTE: u • W =112 OPENING DIM. • INSTALL OVER STONE, TYP, VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1787 +211 +211 NOTE: • RAISED STUCCO BANDS • TRADITIONAL LOOK & SMOOTH FINISH 0 2hq \ F`R 1666 PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER dil 00 102 FRONT VIEW SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED (D CO 2 SIDE VIEW FRONT VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED r :: "T' SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN, TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED W FRONT VIEW o N. N ti O -._ U N Cr '� co X o C,- U- p- Lo Z' CD r s= O O 2 = U 0 Ll1 D_ CV CV O CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r W 5 � E O U 0 a)c, N N t r c # u7 a c+Nj N s J C J 52 a- co LL Z W d J -' M a a, a L C6 -O Z W �_ 3 O @ N � �. Z IL0 -1 m w N Z Q J Z N OU 0(1) W ❑ ❑ V M � z N M o g z N z � Q to z � o � LU w 9 �O,^ ff Ly N ,V v I y Cl) X-1 �,--- U w c v' 0 Q pD Y N O, o CIDw M m Z M O Z LL- =o >� z® a Q OU wz oa N f �Q U p Do z 0 Z o C �< i ¢ � L n3 �� z O >' F m O Z� z _ � J moz O Iz Q W En N zzC <ro E gLL Zo ¢ U a W 5 mF � yLL 3 J o 05�? XO � 0 a� o3 C o r > (Y) T �L �L 00 O^TO CID O =3 O Q mo C.0 T Q }+ CV LO O C N O L Q y M C N U') o Z Z E I� y m a E 0 U Q -� JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 9.2 I I I- - -- - I---- -- I'1 I_ '11 Fill 3 v N 0 Q 0 I r 0 J 0 CID I C) 0 I N v tc B 0 I 0 0 J co C) 0 to ILO o Q I N ID C tCr 3 a N 0 E 122 N O L v y J N ram. 0 U 0 0 c. t U N U J7 N 47 I Y O .0 J LZ 0 Lo 0 C 0 LO 0 Q m v v-) OC L u U)2 T 0 60 r VERIFY W/ PLAN TYP.DETAIL o DRYWALL .CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED Stairway construction and handrail to conform to the FBC Residential section R311.7 Riser height: The maximum riser height shall be 7 3/4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Handrails. Handrails shall be provided on at least 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" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1 1/2" between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBCR Section R311.7.7.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). HANDRA. SCALE: 3" =1'-0" 6 LANDII` FRAME[ ALL 2X12 #2 RINGER IL DETAIL e�lt- O 60 M■ MIRROR (1787) STAIR SECTION C a MIRROR 0 Zh CV 99 OF, A eel 4' 01 3 0 1 BATH #2 OWNER'S BATH KITCHEN KITCHEN KITCHEN of c 60 a OTC QT A6 4� Ag� BATH #2 OWNER'S BATH KITCHEN STRING r r Cl 1� N 0 M 0 CV i� (1666) INTERIOR ELEVATIONS. 461 KITCHEN (1787)1 SCALE: 1/4" =1'-0" 0 i� 40� KITCHEN NTERIOR ELEVATIONS I 1666) STAIR SECTION � � O N M CO X C" �J O C'O C,i C6 a (' CJ J � i ^y < O O C U _ > > a O W N N O N O 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. i a E <;3 N N rT � ♦� CO N 10 z1 M M V C J w Z i13Q cc C a v 0 W ccNCO 0 W � rn X w Z m N Z Q N OU L) Z _ . ............. W (D ❑❑ Z pN� (p7 Z z o � QU) M al GN w � m U �O V ! w o 4c U w J F— — Y O1 N O C w M M i Q Q S r z Z Q � U- C 2 E OV zo w o >N ¢N oa H O xo �G 0 0 U �0 Q Z N L Q Z o ¢o w Z ¢ili m E CIO (n � z o4�Z 6, O zF Z Qa J m a Q w Z z rn N U7 oa Z go a w W 00 z <a �F �o CO d ZI4 a O �i C T w > M ai N r0 TT VI L r` CU O O 1 III N O N LO 04 O c04 O O � tl/ 0) ` T E T ' cCNZ LO o 6 Z I� cc m a U o d Q p c JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 10 SVMME(RICAL (1787) (1666) T (1666) (1787) ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule RidgeVent Amt I i (No Upper Ventilators (Must Provide Upper Ventilators) Off Ridge Amt. (Ft.) Req.) Total Ventilation ATTIC Provided by SPACE SQ. IN. of SQ. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Upper Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN. of (SeeElev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators I Main 0.0 2.0 Floor 1959 1881 269 940 67 470 276.0 0.0 276.0 (Unit A) MainFloor 0.0 2.0 ) 1329 1276 182 638 46 319 ! 276.0 I 0.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN SCALE: 1 /4"=T-0" 0)�O ! O M N C.i N X CT3 t s o O O U .� 7�c~._mow I 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. s � W a d E 03 U V C W 0 N C r J ut d Z - -0 0O a Z � ?� O O W LL Z �Q_jO' N Z m <( J N O U �d L Z 0 W W ❑ ❑ CD O z o Q ? LL � to � o zC21 � J a- � V �0 w Oo U) ` V U E L 8 I/ _ � N U o as L U) N Q 0 e �� �� s o z M oTgg< z E oz ,do Q E OV z® oa CKS t Z. X U �Q 00 D U Qtt Z O ru N WZ o ao Q wz � � n} N C zY �m mf O Ott z � ¢w �z z s ?a MillC> cD l -=o a za 3 O >CO 2 °' 01 N (0 Q C- f 0 OHO COl� Q O �' N co U) m O Q p CV It, O N O .� O Q U-) d- (� T T E +- c O Z cc Z uNi c d E U J Q J JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 11 v c� 0 C:) I CV f� 0 J 0 (10 L0 0 I 0 CID L0 0 I cV CN Cr 0 AO Q rn 0 I CN 0 J O to Ln 0 I to 0 I C'4 v cn 0 Q o, Q N 0 a E O 0 C J N v 0 h U w i v_ ay. v N 1 i 0 v O J LZ N 0 rn Ln 0 d CV CV O cV Ln 0 Q a, 0 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY •, C 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" EFFECTIVE WIND AREA (SO FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft A 2 () (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 1 Od x 1 1/2" AREA ROOF 1 2e 2n 2r 3 3e 3r B HETA16 1810 9 - lOd 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" 10 HIP -35.94 -49.57 -49.57 -49.57 D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 SYMMETRICAL COMP. OCOMP. 50 D1 I I ' ........ M1 i LD05 p2 LD05 50 51 D2 D1 D1 D A liaa C ° °7 41 >< TYP. AT t~i PARTY WALL IF Al PARTY PW01 WALL U- D 1 W01 D1 55 D1 J J00 1...rr 1 LL 0 J L — S5 m D A o cO.t FT 14 LL1 LU- U_ FTl J FT6GLL 50 D1 r 04 A LL 50 D1 LEDGE BY BU DER W EJ2 50 D1 I I SYM TRICAL 51 D1 (1787) (1666) LOW ROOF & FRAMING PLAN SCALE: 1 /4"=V-0" 71111\ 761//1111 �o O �' -•UN L O O f° ` 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 Engineers signature and seal. W a d E o �� N CA o � 00 C N ODD N # " ci 13 �Niv r w Z v+ 3 a v v- V) 0 0 I N r` 0 JO -t o co LO I to rn 0 I N / v cn� 0 co 0 I cV n O J 0 0 I 0 110 rn 0 I CV v c/ Q c 3 a N 0 N CL E F�— N d O x v c _19 N LZ 0 0 c U d V d N fn I Y O O O N LZ N rn Ln y0. cV N O 0 Q m v aU v N ENFO CLADDING WIINDPR PRESSURES AND SUCTIONS FOR MEAN ROOFOHEIGHT 5T 5 ftND RSH VIND SPEED (ULTIMATE) . 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH IXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 +U.57 GABLE -38.22 -38.22 -60.99 -60.99 60.99 -78.58 �— I \ 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 I \ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®� ROOF SHEATHING: I O SHINGLE:'/6" EXP. 1 (24/6) or 1Y32" EXP. 1 (32/6) TILE: tY32' EXP. 1 (3Yl6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN }Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" 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] WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL 4 4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN r— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. a� 4. MASONRY WALL BELOW: SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ \— °.. 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS as SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1 /4"=V-0" 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 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" 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/ 06) 114" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10)1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d 735 8 - 10d SP2 1010 605 12 - 10d ju 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" 680 570 (20)10d 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 WI 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY ;ARRIER 3 SEE SHEET D1 FOR ROOF FRAMING DETAILS C O O co �'co X C=) C tJ C- L c O O J r L) Z- C6 S- Zi 10 W i .- •r -. 7 `fZ`aOx.ES:I�IV 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. rn W E co V O W N N 0 C N � N 0 N 22 LL � J 07CJ Q LL W J LL LL d I^ V W Z ccm o oc W o�mrn OW W (n m w IL Z LO NZ Q J N O U � U Z Cn W ❑ ❑ V M og z m N z o � Q Q to z o Q 4-1 cn 0 1N1^ Cti N v I ~ c� w = F— E U o °� • c U) �Q N 0CID sm o M N o G � U_ lL Q 0 zo gZ oLL Z c < z® E: v `= o < K O ar 0 OU O< ZCL O C:) @ o w z a z w w ai ao m 0 m � C < oU �m O Z a N — <• aw z Z 90 CL �� Z Qo U �z W U aLL � O �° a� 0 > ct 2 00 CO O �) CV 0 U CoU m Q O CN CV LO y� O O C 04 Q/�� 0) LO ` r E > LO C:Z N O CU Z =3 �; E N ro a E 0 _j Q o JOB NO : 22-05604-05601 SCALE : AS NOTED SHEET NO. 13 r v X Q 0 I N n 0 J v- c�o 0 I CIO L0 C) Cr v a 0 1 0 01 0 L0 0 to LO O 1 CV v C N 0 3 C> / a E !A E O x L C c J / t� 0 U .i3 O UI +y+ 0 i v_ CL z N I Y 0 •U J LZ N N Lo ai c 0 N 0 u7 0 Q m c SYMMETRICAL it COMP. COMP. 11 II COMP. COMP. u IWP i II II GFWP 11 GFI / II I II \ II II \ r/ II GFI I II I II ' ( GFI 11 \1 o LANAI <�\ �;> <;� /�> LANAI o 1 in `LANAI..i, WP /ifi i AN I I :�} f/> GP \ <�\ /�> GFI 1 i / GFI <\\ /�> / WFI I I lam/ JEA% \\� TV r_SEL ----- ----- -GFL \ \ II LIVING \ , ��\ - I , LIVING �\ \\=E3; 11 GIF REF \ \ / / REF �,F / \\ 1 I \J _� \ w t o 3 I ZI KITCHEN i DININ DINING KITCHEN �z I i 3\ / / I � \ / I `SINK DW / \\ DW SINK' \ DINING i \\ DINING ^ / I r•---� � \\ �---� RE `, \�> — ! — — — L C J — — — 0 — TV <2'-7" / I y TV I VERIFY METER LOCATIONS WITH BUILDER _------_ -� \\� s - -- I SD/CM -- - 3 L- ��------- \ - I SD/CM T-108" T-10B - -- / F/ f PROVIDE 12" MIN. QFI P \ ---� s" 7- / / GFI VERT. SEPARATION I �0 1 `\ 1 - � LIVING LIVING i - 1 / I I FROM ANY IALL ,.{FI ___ \ --1--- ---1-- / L--- G�l D 1 7 E[] UNDERGROUND DW I��\ DW \\ — _ — — 1 �\ /^ ^\ /� I I 1 ;i KITCHEN ---------/�,��.�\ ,�\---- ----- I KITCHEN i; 1 1 \ DED. FOR _� I --- / / / \ \ \ - - - - 1 DIED. FOR / / / ROUGH -IN ROUGH -IN \ ` - --- 1 /' MICRO MICRO \\ _ _-- - FOR OPT. FOR OPT. \ \\ _ _ _ -- -- \ / �`� R'EEF - --- _ - I FAN/LIGHT FAN/LIGHT \\ -- - - - \� REF G I _ 1 ENTRY �------- ----- - --- �1 --- i i � \\ --- --- - ------------� ENTRY GFI GFI \� - - - / \ / \ - - - /� GF GF HI � I I DF1' \\ I = \`\ /// = i / I B I I 1 ----3� �3 --- C--- -- ---,— \♦ /�--L--- \ ---� \ \\ O i 1 1 Il oa- .-,FOYER -� I I r _'_�� t `\ 1 r 7- - - - 1--, I I ,�- , FOYER `\ -�l 1 -+' i I' I i i =� 1 I \FOYER FOYER / I ► ► I I I` l O 3'-0" 4'- SD/CM I/ I I I I G o / I I / \ o FI I I I I\ 1 1 SD/CM -6" T-0" 1 G I 3 1 1 1 1 I I I I I 1 3 FI I \\ — — — — — _ % I / GFI @ 44' G 1 @ 44' //- CH CH ��\ GFI �.. FO�TFI @ 44"qp ----- \\ A.F.F. /� �\ A.F.F. / \ / \ A.F.F. B \\ I \ / \ \ - 44" A. F. F / F7 I / \ \ W.H. W.H. / I / VERIFY `\ W'H' // VERIFY `\ I 00 oo ► /� VERIFY \ / VERIFY \ LOCATION `\ O /� LOCATION \ 1 M M 1 / LOCATION O // LOCATION % I / ELECTRICAL \ / ELECTRICAL \\ 3 �— 3 ELECTRICAL \ ELECTRICAL 1 / PANEL `\ / PANEL `\ // / PANEL \ , PANEL 1 I FI G 1 \� 1 1 I I DB \ \ / / DB I a 1 1 I 1 WP 1 1 / / WP GARAGE i j GFI i GFI i GARAGE / I POWDER \\ ; \ GARAGE GARAGE / , \ \\ GARAGE GARAGE / POWDEA GARAGE \ LIGHT AS / 1 \ LIGHT AS / GARAGE / J I \\ LIGHT AS % \\ PER SPECS // / QQ ,Q \ \\ PER SPECS % \ LIGHT AS // I d `\ PER SPECS \\\ \\ \� /,/ \\ PER SPECS GARAGE / / \ \ GARAGE \ GARAGE /� DOOR / / ENTRY ENTRY \ \ -- DOOR \\ GARAGE / \ WID DOOR GFI / / 1 \ GFI DOOR WIP / \ r---------------r---------------� / I I I rr---------� r----------------, / \ I GFI I I I 1 I I 1 I I I GFI 1 , �/ \\ I I I I \ 0 0 V ---\-------------�---- WALL LEGEND `�------------------------------ / — — — — — — — — — — — — — — — SYMM TRPCAL \ COACH LIGHTS 8'-8" TOP OF MASONRY WALL COACH LIGHTS I / I \ COACH LIGHTS I ` OR PREWIRE AS i/ I �� �/ �/ \\ �\ OR PREWIRE AS �� I \\ OR PREWIRE AS (GARAGE) \ PER SPECS ��/ ���.-"COACH LIGHTS � PER SPECS _,�� `�\` PER SPECS �// 600AMP --'' --- OR PREWIRE AS --- Riser Diagram -- �'' SERVICE 9 -4 TOP OF MASONRY WALL PER SPECS 4 UNIT BUILDING 18'-8" TOP OF MASONRY WALL 2/0 CU GEC CONNECTED -2HOUR FIRE RATED SEPARATION T(2) TO RODS IFERND ODS WALL -9'-4" TOP OF MASONRY WALL (LANAI) W/ SHAFT LINER ABOVE TO 00 150 AMP 00 150 AMP 150 AMP 150 AMP (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. BOTTOM SIDE OF DECKING (1787) (1666) (1666) (1787) -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM (1) 1 ") 80 PVC CONDUIT H 80 PVC CONDUITS 2 SIDE OF DECKING 1st F L R ELECTRICAL PLAN WITH () 500 MCM XHHW AL () M XHHW AL 2/ WITH X 2/0 XHHW AL XHHW -2HOUR FIRE RATED SEPARATION EACH CONDUIT (1) #1 AL (1) #4 XHHW AL WALL SCALE: Yn"=1'-0" TYPICAL ALL UNITS -20'-0" TOP OF MASONRY WALL, W/ NOTE: SHAFT LINER ABOVE TO BOTTOM • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH SIDE OF DECKING APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND TYP. INTERIOR WALL THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN INSTALL A MAIN 150 AMP BREAKER IN PANEL BEARING WALL ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. G.F"I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET kQ SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH �3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX F O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN Iwo EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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 M ELECTRIC METER NMI ELECTRIC PANEL i DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT -v � O pi 0 M �.S O � O LtJ I N N 0 rn IWO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E $ C N N ODi N � 5 u7 a =_j LL w c LL a _ W _ o- =� o LL Z 00 0 N Z Q J L0 Cl) ;. Z N O U < 0 W ❑ ❑ Z N M z � g Q $ a n m ll) z a o CZ LL 4-1 w u 0 V I w g Ly N w r—Go W J • U o N W CD CD ¢ Z M o � E gp aLL Qry =e � O (6 wi �O oa Up Z CU 6 O N � -U �4 dp ao 7U Z 0Z a mw ao � � c �y mg O� z z Z _ J wo N ca �w �� ZZ 0 �U Q� wLL a z N W � 5 V ¢g F rr a C op n 3 o V w >O a �3 za c 2 T� > (40F) 2 m C0 n o^o T� O U O GNU m CV = O CAI LO •_� CN O -0 CD t— T� E c ' LO z z E r\ c a E 0 _j Q o JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 14 WALL LEGEND I 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL I I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (1666) SYMMETRICAL SYMMETRICAL I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J (1666) 2nd FLR ELECTRICAL PLAN SCALE: Y4"=1'-0" Riser Diagram 6 UNIT BUILDING 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS 450 AMP SERVICE 00 150 AMP 0 150 AMP 150 AMP (2) Y SCH 80 PVC CONDUITS WITH (2) 500 MCM XHHW AL AND (1) 350 MCM XHHW AL EACH CONDUIT (3) METERS PER BANK (2) METER BANKS PER 6-UNIT BLDG. (ONE ON EA. SIDE) (1) 1 J" SCH 80 PVC CONDUIT WITH (2) 210 XHHW AL (1) #1 XHHW AL (1) #4 XHHW AL TYPICAL ALL UNITS NOTE: • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN • INSTALL A MAIN 150 AMP BREAKER IN PANEL ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I-® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH j3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE L.0 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P 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 M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G7J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT N _ O O t ' co cr) a v d) N � Q j Q. -0 0 0 -' r3 0 LU CV CV 0 N rO 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E Q O CC, U 0 �nm�' � 0 Q N c V LL = J LL LL a _ 0 _j w Z ca o To c °' ACV (O 0 W 020)i, = to "Z <LL K Z N OU U W ❑ ❑ WQD z N z � 0 Q Q J LL aXV O � � U O w o V) L � (a U) U ~ E U o N cU)0 101 e E ao Za O-00�� a 00UOUC OZiW 180 oro Z < wOFw m¢ < W Z Z <0 w Z< 3 c °r O 'M O T LL ra Q I- 0� 00 L CO rN /`\iJ0 o III =3 O Q CEO V J om 0 cfl Q 4-J N 2 O CN L0 � � N Q LO (� E c ' LO N Z M Z E r' M a- E _ U _j Q 0 c JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 15 I I I I_I 1 111 1 1 I 'C v v N 0 0 C, O o LO LO I C� N v to 0 rn co 0 I n 0 0 CO Ln Cn I to LO C7 N / v Crcn U -L 3 Q N a E H O L v C J h o� 0 v C i N 'o a U CL i I Y 0 J N C7 CN Lo CL N N 0 Q m .v v N (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. (2) 3" SCH 80 PVC CONDUITS (1) 1 4" SCH 80 PVC CONDUIT WITH (2) 500 MCM XHHW AL WITH (2) 2/0 XHHW AL AND (1) 350 MCM XHHW AL (1) #1 XHHW AL EACH CONDUIT (1) #4 XHHW AL TYPICAL ALL UNITS NOTE: • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN • INSTALL A MAIN 150 AMP BREAKER IN PANEL WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL 4 4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL Riser Diagram 600AMP SERVICE 4 UNIT BUILDING 2/0 CU GEC CONNECTED TO UFER AND (2) RODS V---�L 00 150 AMP 00 150 AMP 150 AMP 150 AMP VERIFY N LOCATIONS BUI PROVIDE 12 VERT. SEPAR) FROM ANI' UNDERGR, I SYM I TRICAL I (1787) (1666) (1666) (1787) ELECTRICAL SERVICE PLAN SCALE: Ya"=1'-0" -a t„ D N, co U cv o < J !i a 7 -� ,Q N N O N O O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I N W Q CD E O co C ,- .010) N to 'Z ° # C14 C) # W 13 Q C J w W LL w d JLu Z m = a Y o W W > 2 N C O 0 c� O' W Z ILU) m w J co N ° a lf') M Z �^ V N OU 0 U) Z W ❑ ❑ Ur v z N M — o z � QQN z O Q Q a � o J 4- U LU O (n w SJAW C N CO U di W J E E .. . v te,Q U o y s r o co w M 0 O Z Z a J Q E E OV �a o z � <� =® oa �O UO Z CO C ON K U pQ V Q Q? fp < � m 0 O Cn � OxY OZR z _ rn �3 d ¢ 0 LLa Z ° nW W ¢ o� J � o <a �� ;a Gfl zl¢ a r 00 0 T y >M N c� F-- v Cy) L 00 ono � T 0 Q O Cr CV U m O cCoo V = O N CV L0 O O T Lr) f� E C CV a Z M z � E r\ M n. E U 0 JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 14.1 FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSIIUL 263 Certified for United States BXUV? - Fire Resistance Ratings - CANIULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U905 June 10, 2019 Bearing Wall Rating - 2 HR. Nonbearing Wall Rating - 2 HR FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV? - Fire Resistance Ratings - CANIULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U301 September 17, 2019 Bearing Wall Rating - 2 Hr. Finish Rating - 66 Min. This design was evaluated using a load design method other than the Limit States Design This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used -See Guide BXUV or Design Method, such as Canada, a load restriction factor shall be used- See Guide BXUV or BXUV? BXUV? " Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 0. 0 4 I o(iZentcl Section 1. Concrete Blocks* - Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar- Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite I close fill insulation add 2 hr to classification. 6. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blacks (Item 1). The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "@ 2019 UL LLC". UL and the UL logo are trademarks of UL LLC O 2019 All Rights Reserved. GA FILE NO. ASW 1002 1 PROPRIETARY* 2 HOUR 60 to 64 STC FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels. (NLB) A 3/4" minimum air space must be maintained between steel components and adjacent r framing (as indicated by dashed lines in sketch), As an altemate to an air space, the _ - - - - - - - - steel components are covered with 6" wide battens of 1/2" type X gypsum wallboard or full sheets of 1/2' type X gypsum wallboard screw attached to the steel components. S'� Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of - assembly and 31/2" glass fiber in stud space on both sides. PROPRIETARY GYPSUM PANEL PRODUCT { Georgia-Pacific Gypsum LLC - 1" DensGlass® Ultra Shaftlinerl Thickness: 31/2" (Fire) 113/4" (Sound) Approx. Weight: 9.5 psf Fire Test: WHI 495-1290, 11-15-94; ITS Design GP/WA 120-04; WHI 495-1295, 3-15-95; WHI 495-0743 & 0744, 1-28 & 30-86; UL R2717, 04NK03115, 8-18-04, UL Design U373 Sound Test: Based on RAL TL89-383, 11-10-89 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. ---.16'� 0. C. 16'1 j 1. Nailheads - Exposed or covered with joint compound. 2. Joints - Exposed joints covered with joint compound and paper tape:. Joint compound and paper tape may be omitted when square edge boards are used. As ciiani neaa5. 4. Gypsum Board" - 518 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 in, nails spaced 6 in. CC. Outer layer attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. When used in widths other than 48 in., gypsum board to be installed horizontally. Georgia-Pacific Gypsum, LLC Design No. GP/WA 120-05 Non -Bearing Wall Assembly Area Separation Wall ASTM E119 Rating: 2 hours 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: Tough Rock Staftliner or DensGlass Shaftliner Gypsum Shaftliner: Two layers 1-in. (25.4 mm) Tough Rock Staftliner or DensGlass Shaftliner inserted in H-Studs 24-in, (610 mm) o.c. 2. Gypsum Board: Metal covered using 6-in. (152 mm) wide %-in. (12.7 mm) DensArmor Plus Fireguard C Interior Panels or %-in. (12.7 mm) Tough Rock Fireguard C gypsum board. 3. Steel Studs: `H' shaped Studs, 1-1/2-in. (38.1 mm) wide x 2-in. (50.8 mm) deep, roll -formed from minimum 0.018-in. thick galvanized steel. Cutto length %z-in. lessthan the openings height and spaced a maximum of 24-in. (610 mm) o.c. PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA EXTEND THE (2) LAYERS - - OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 7. 2 Hour Fire Resistant Soffit SCALE: 3/4"= V-0" FIRE CAULK EDGES AT EACH SIDE DBL. lx PT NAILER 1/2" GYP. WB: PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 1 Hour Separation Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. N L O X C o L c= ., s co u CL -0 `v f,00 -� - L) ' 0W i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 0o a p N U V N Y co co Ant � u. M v # LL J uj J�i� j a o w Z -v a L Y R oLL _ o WU) 2 ' cp m Lu 04 N Z Q r_ ZN oU C8 W ❑ ❑ Z N c7 Z z s� ¢ J _ r N z C1 0 H tL w � V O w g N � N c w J ~- g i o W M og Z Z LL_ E �z � o 0� Q a E U �z ?® oa ~ ro q Q xu W R �o ° Z chi � azz �g <o �z � d� n, U N m ms o Z rr > Z ZU)_ro< 0 [n �, ,z3 qw g LLLL ZZ o 3 o a �w W- C-)No 77 C) J�z < 3 �r o mil a� st zla o 3 o t- > co _ m m c� L Co 00 CO T C:)OHO Q � O Co o r m Q � O c,l N LO Co '~ O M U-) E F , 0 Z e y v E 13 U Q _J JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 16 .:9 I UO .'p'. O O O O O ' 8F8-1 B/1 T 8F8-0B/1 T AO ® O O O O O O 8RF14-1B/1T8RF14-0B/1T U16-1B/1T © O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J w Lu C.M.U. �C7X V) V) zGwww d X 3: -- O,a? OU)J� Er Lu Q o w w #5 REBAR AT BOTTOM zxz = MIN. (1) REQ'D (nLLF-X V777-0— 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION Z. O D 8F16-06/1T o OO O O O 8F20-1B/1T 8F20-06/1T O O O, O O O O 8F24-1B/1T 8F24-OB/1T O E O O 8RF6-0B/1 T O, O O 8F20-1 B-2T E E j I I E I E I E E 1 E I SYMM TRICAL I E MIN. I I MIN. (1666) (1666) 1ST FLOOR LINTEL PLAN SCALE: Ya"=1'-0" N � N � � N CTs -•' X �n � y _ z a LD 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 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W a0 E ov 0 0 N N m t- - 1, N OrD p u � � # a N � J LL w Jcc �ii o_ � Z _ w W o a (6 C � L (O p W $ O N CO ^rn W Z- 0 rn m LLZ - Cl) Z Q J J 0 ;^ N OU Z W ❑o o N Q Q Qa z � r N fh � /� �/ I z UC3 O Q U O (, I �N w g Ly N ::D y U 6 E CJ n eN Lr � Y Q � N e ®� O. O co J Z c� M i o3 z < J n o Q Q 5^ z Z E Vi @ Oi w z E �a az oa 00 o� az N wo ¢o za .w mr o � � �� O� z Qil J I c m <w E N z Z o � �I ca- oa g U Jz O O v �zla a x ° 3 C 0 T > M Dr M ^Q I..L D nM CO T O ' CV 0 U O C&D m v = � O N N LO +-+ O O 04 Q (0 0) LC) T 1� N �• C Ln p Z f6 Z 3 E N yco a O U � Q c JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. L-1 I --1-- Al U 1 - l I - I ___ - - - I - I. I. o+ i ao `v _ N 311 0 0 I N 0 J 0 C) 0 LO C) I N / v V) 0 c�0 s I s 0 C 0 I 0 I N C FV- Q N N N / S N O S L O C J ti OJ v 0 5 V V N •O V _ N I c 0 •U J N LZ N N rn Ln t� 0 a jo , O O O O 8F8-1B/1T 8F8-0B/1T O O O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-16/1T © OD ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REO'D 1-1/2" CLEAR ul W F C.M.U. ooL)U) in(ryX C ado u; =°WW I )ILK 0 U)Jjj Q p w in 5 REBAR AT BOTTOM ? = MIN. (1) REO'D 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 8F16-OB/1T :0 O10 O O O 8F20-113/1T 8F20-OB/1T O O D �D p r .= 8F24-1BMT 81=24-0131/1T O O •'; 0 8RF6-0B/1T , O. O O 8F20-1 B-2T (1787) (1666) SYMMETRICAL SYMMETRICAL D) DJ 2ND FLOOR LINTEL PLAN SCALE: Y4"=1'-0" �o o ",- ON c� > . CO rn - _ 1 d o U y LU i CV 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 aE O M p V N o co � �, .0 a 6'J # LL 22zss Q C J it W LL 13 ZM LL 5 S ti r m� o :5:t_,� (oa O r—0 W i, �!A Z LL CD m Fw 2 N Z ¢ ~ cl) 0 N OU o Z W o❑ z o� z s Q 04 N M In z a C� o LL Cn W u 0 V) w s Ly N U w 1--- J ' U Y C • O C J Z co M J g p 5 z 4 � U_ E zo rn n E O wz z® oa F- O E �o as nz uoo o� mz Z N i td Cn Ca <z U yo mo o Ott z I Z J cn a_ 3 <° oo a Zz go Q 3> LL N w W J > U K E a o o� = F �- it a O O c0 0�- 5 ram o U 2 C O >cM i CD f0 L OHO Co T � TCr CV U C V E— O c•, ILO O o 04 o E ! N LO O z m z :3 E �; a 1° d E U 0 Q p c 4) JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. L-2 - - _ - - - - - — 1 I r I 1 I 1 11 I' III 1119'rll�' I 'I� I _ I I II 42 v 0 0 I N 0 J 0 co co Ln O I N 0 Y 0 0 I O 0 0 Cr I L0 I N v N Q N 0 i G E Cn E O 0 C J 0 U 0 U o a U a I 0 •U J a, LZ 0 LO 0 N N 16 Cn Q m -0 *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING BLOCK X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" 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 OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS &PLATES AT 2.O.O.C. CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY NAILED EACH DIRECTION TYP. U.N.O. (TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER � ) N. 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 2x8 BLKING. NAILED @EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES SIDE w/ (N) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) SIMPSON HTS20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" EACH 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. -k 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" k O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB---- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATEA DIRECTION TYP. —� A CHORD AT ALL HAND FRAMED AREAS TYP. SCALE: 1 /2"= V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 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 RIDE BEAM 2X4 CONT. AT CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING r3 � /--WOOD TRUSS -� J SCALE: 1/2" = 1'-0" '°` PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS L STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETA SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ ROVIDE 25" LAP SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED �\ PENETRATION AREA W/ ! ,' FOAM. DRAFTSTOPPING �� SHALL DIVIDE THE ��, / / CONCEALED SPACE INTO ' APPROX. EQUAL AREAS. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 5" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. L. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 6" 6" 1'-0" 6" 6" 41 TYP. TYP. O O I O O O O- I SPLICE O I O O O 2'-0" SPLICE BEYOND Z-O" PART. ELEV. VIEW 1All nr DBL. KO. BLOCK d- n". MIN. MIN. TYP.ZI a a a 24" MIN. (2) 2x8 P.T. ATTACHED tJ (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24' O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES �—@ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" WOOD TR OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. MAX (2) LAYERS 1"x24" PROPRIETARY TY "X" GYP. PANELS INSERTED BETWE 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACE PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD rnrrrcrnmc MASONRY SEE PLAN DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" M\ 17.4 T(1CAIAILS 2X6 P.T. CONT. -EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) J"x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SH EAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = 1'-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF :7 DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2x4 BLOCKING @ 48" O.C. MAX. W/ EN NT ��C� 0 LB FELT (SHINGLES) ___......_. — (2) 16d TOE NAILS @ EACH END IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING ABOVE AT EACH SIDE OF WALL NOT STAGGERED OVER PARTY WALL CEILING BOARD 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. PE _..__ TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2x4 LEDGER ONLY AT EACH &\,, � L SIDE OF STEEL "H" STUD. - -(2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER STD 909 HOOK DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS TO BE INSTALLED PRIOR TO FURRING STRIPS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR INSTALLATION (TYP. ON BOTH FACES OF WALL) UL-U905 (see sht 9) LOCATIONS) 1x P.T. NAILER INSTALLED 2 x P.T. BLOCKING BY FRAMER FOR AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB (2) SIMPSON SDWC15600 SCREWS @EACH FILLED W/ GROUT (DRAFTSTOPPING)\ TRUSS TO LEDGER 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d w EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO U ONE SIDE OF THE SEE 5301 _Z 1x P.T. BASE NAILER 3!4" PLYWOOD DECKING GLUED AND STD. 909 HOOK FLOOR TRUSS FOR AN NAILED W/ 8d COMMON AT 6" O.C. "' n (SEE DETAIL) AREA <_ 1000 SQ. FT. OF EDGES AND 12" O.C. FIELD NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W / (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO OSB (DRAFTSTOPPING) TO BE NAILED W/ / \ EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CHP0Q BRG. TblP"ORD BRG. FLOOR TRUSS FOR AN AREA < 1000 S.F. � 00 S TEM FLO,SyST PRE-ENGINEERE AND SEALED PENETRATION AREAS W/ FLOOR TRUSS' AT FOAM. DRAFTSTOPPING SHALL DIVIDE 24" O.C. THE CONCEALED SPACE INTO APPROX. DOUBLE KNOCKOUT BLOCK W/ 1 #5 ROD GYP. BOARD CLG. EQUAL AREAS () (1) LAYER 1/2"HIGH STRENGTH OR 5/8" GYP. CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A LEDGER CONNECTIONS HABITABLE ROOM ABOVE) W/ 1 3/8" 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES 1/2" GYP. WB. (2)-1 X 4 P.T. o ^ NAILER (1) #5 VERT. IN FILL CELLS (SEE BASE BOAR[ FOUNDATION PLAN FOR LOCATIONS) TYP. "S" MORTAR (TYP.) PER SPECS. 0 CONC. SLAB 8" CONC. BLOCK (TYP.) PER UL905 z a SEE FOUND. 1x P.T. BASE NAILER N a 6 MIL VISQU 6x6 W1.4xW1.4 WWF. g 4"x4" INSPECTION PORT AT EACH FILLED CELL (TYP.) 0 T SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN _�7 i 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL 0'-0" F.F. 00 VARIES WITH b SITE 11 • • TREATED SOIL —� SEE PLAN ES (4) #5 CONT. STD. 909 HOOK ° ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 3 #5 CONT. 20" 2-STORY PARTY WALL SECTION PWO TYP. 2 STORY WALL SECTION SCALE: 3/4"=1'-0" SCALE. 3/4" = V-0" REV. 08.20.21 C> 0 �.� X cn c 'j- ID_ Cs --` CD L Co , t� c` Y is O O - L) } O W N . o 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 E O N -5 OD N co ���a .140 M V # LL C J W W ti Z—ate J u a a Y r So t` sr W in m N+ Z un J N M Z < Z O U N L: ,> W ❑❑ CD M Z N M 0 z � N z o I U) Q r N z � o � 0 to �N w c v Quo s m w M M U_ o ui 0 Z Q � U_ ce a E I_ U �LL Z® ° a (4 � o E M0 XU °< go U0 �O oZ �Z z o � N � �� <o wz w� a L • rD z �Z "2 m O oz z v J �o ¢ ° aw Z N 3 oa o N F � a0 z � 10�Owa� z< 3 .2 'r 12 >(o T i N m t— (3) C37 OO co Q O T U m o coo C14 = F— O ci LO o C� 04 C� Q (0� E CV Ln o Z M Z E N �% C d U 0 JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. D 1 _ nn ,. , , v. III It .u..i r _ I.' ! I I _ I I I t— I 0 N r O 0 I n G� w.+ J 0 0 I co LO 0 0 G t�0 0 I O O J O LO O CD to LO O I CV f� / v+ c Y CV CV O CZ E C� C O S J N N Ci 0 U 0 0 O v y 0 i U d z I Y i 0 C) J f N LO CL CN v 0 0 0 v 0 m to B1G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1/4"x2 1/2" SDS B2G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS EXTERIOR WAL- I -- SECURED PER NAILING SCHEDULE 1 D2 2x4 #2 SYP P.T. CONT. W/ 4' TAPCON @ 16" O.C. ROOF/ EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE GABLE END ROOF TRUSS W/ USP RT3A CLIP EACH END 2x12 BM. W/ (4) 12d NAILS EACH END (2) 2x12 #2 SYP BEAM W/ SIMPSON HUC210-2 2x12 #2 SYP P.T. CONT LEDGER W/ (2) 2' TITEN HD (EQUALLY SPACED) ANCHORS 2" FROM END OF BEAM AND THEN STAGGERED 24" O.C. W/ MIN 4" EMBEDMENT SECTION AT ENTRY EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE 2x12 BLOCKING @ 24" O.C. W/ (4) 12d TOE NAILS 2x LEDGER (2) TITEN HD @ END X-X SECTION _(PLAN VIEW) SCALE: 3/4" = 1'-0" STRUCTURAL SHEATHING ATTACHED - PER NAILING SCHEDULE TB13/D- 10 SLOPE PLYWOOD _ ROOFING MASONRY WALL - MIN. 2X4 #2 SPF P.T. SEE FLOOR PLAN CONT. W/ (2) 1/4 - TITENS SCREWS FOR MORE INFO AT 16" O.C. Ih TRUSS OR ROOF SYSTEM LD05 SHEAR TRANSFER EXT. WALL D2 SCALE: 3/4" = 1'-0" A 2' TITEN HD W/ MIN. 5" DOUBLE KNOCK OUT COURSE EMBEDMENT SEE SECTION A -A (9) 2" TITEN HD ABOVE T/WALL MUST EXTENDED FOR MORE INFO. 16" PAST LEDGER II I� V V 2 PLY 1 3/4" x 16" LVL (1ST PLY m m 2 PLY 1 3/4" x 16" LVL (1ST PLY I WOLMANIZED) LEDGERL51 $ 4., 4., $ WOLMANIZED) LEDGER li it 4" 4" 4"4" 4" 4„ 4„ u lIi it II 20'-0" 20'-0" 0 0 DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED o 1E 0 ❑0 ❑o o 0 16" PAST LEDGER a ®o® oao o® a 18'-8" 18' 8" A e. MASONRY PARTY WALL, EE (6) 2" TITEN HD (4) 1" TITEN HD PLAN FOR FILL D CELLS IS FO ' - 2 SECTION VIEW 2 D2 B1G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1/4"x2 1/2" SDS 132G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS TRUSS CONNECTION SCALE: 3/4" = 1'-0" A -A ELEVATION VIEW N O 1-- N M 7N L, -, a 4.— �� f 0 0 W • -N 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 ��♦♦ �,V V 04 0)N kCy� � � •� CCOO Q i Z CoLL a w +L p O @ N W 02O'� m w r.. Z IL LL7 Cl)Z ¢ J 0 111 N J OU Z o z co z o� J cl- r O V L w Q a �a O In w o c ' U L U o' e c .o QN O w M o3 z LL- E =o �o >� <� R Q � O wi oa (dO U O Oq Za� O N Wz o az wz ¢w w0 i ra 1--C _ 2 y N m O z� z N J m 'a w Ez rA N Q� a' oo� ao N� W w yoLL r� J o a GIs �o CAD �t zl¢ a r 3 o T E2 > M = N �1 m `° �1 Q L CD 00 O^O CID C� Q O U) m11 C� C�o Q O CN LO.� N 0 o o Q � T N E T ' C: � o z E t° co IL E 0 -j w a o � JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. D2 �LL..AA W v L Cn 0 rn co 0 N r` 0 J 0 co 0 I to 0 I N i v Cr V) co 0 cV r` O C. C. 1 L0 rn N i v cn v+ 3 N N i v Ca E E 0 x v c c J N LZ 0 v 0 vl v •o i U Z N I Y i c 0 17 U J v [Z N 0 rn L0 0 a N N r v 0 m v N STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2, GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. TUBS, T AND SHOWERS. ROOMS BATHTUBS, T WHIRLPOOLS SAUNAS STEAM EN ENCLOSURES FOR HOT U 5. GLAZING IN DOORS AND C 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 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL B LL E CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. 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 0 THE GUARDRAIL ARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4. 3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-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" 1 Y" Y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 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 7116" 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo r 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 soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-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 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 R BETTER O AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. � � O co Cn C U- O Lo t .d r �'- ,j. }yl_ i U N 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. _ M x 2:` W c E 0 co 8 tF 0 � � 00 0)� 'o N to C'4 0 a M V• cLu LL LL w -C �• 3 04 W W in�0) m w r; Z t � LL LO N Z M Q Z N Ov � W ❑ ❑ C M v z tV M z W NN in Mal Z o Q Q � J d N N to z Ur o .2 LL 4 (� w U 0 Vi �N w s c N = _ �n f6 � U E U _ • Q s� O w M M a z h Z z < w E g K Q o a E O j oa ~ @ MO 8Qoz Ls Z O E �z <o �z wH w0 rp C� z ao� U '0 Z z v NO Q� h J 3 <m 8p �z Z ao ;z �w W �� 0 0 sZ CD oE w =3 �� moo' O o a0 Ov il¢ 3 c o r > CO es L CO O^O Co CD C:)Q w U V) O CD Cfl m CN O N '~ -0 -0 O CV O M Q 0 O y CV �% o z M Z E v c a ov c� 0 N Q o c JOB NO: 22-05604-05601 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) WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN 1` 1. MAX..1 .... I I L r r... 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:-) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) VA 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'-011 TANK -LESS W/H CORNER OF I I HOME H C G GARAGE SIDE O O O 5'-01, < - c� STUB -OUT FOR O C)o GAS METER U 0 0 N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-01, (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or wood p 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 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM rn w STD. 90° CONT. #5 BAR > HOOK ��� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE <_ PLAN FOR MORE INFO 0 �CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND --PLYWOOD PER PLAN � i'' y__, CONNECTION TJI TO BE CUT TO ALLOW — FOR BLOCKINGlfJI / '--MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. ) Small gap 2" min. + 2„ max. 4„ max. - Web Stiffener Fastener Schedule -- p - _ i , ocation ' Joist Beann L - J BCI 5000s 11 7/8" 2 8a Intermediate _ Series Depth End 'IT�i r ® 9 1 /2" 2-8d 2-8d - 3-8d when nails --- 14' % _ 238d T 5-8d 91/2" 2-8d2-8d BCI 6000so 11 7/8" 2-8d_ and _ _ possible �' - BCI6500s@ 14`' 2-8d 5-8d 16" 2-8d 6-8d 1 nailing to prevent damage to PP 9 9 P 9 / 11 7/8' 8d web -flange connection.durin gBCI �'' O 60s 14" 2 8d 2 8_ d 2 Block solid between joists for full length of span. J 9 P Tight fit - 9 1 _5. 6 8d 3) Leave 1/8 gap between top of filler blocking and bottom of top flange. 1116 8 3 6d 3-16d 4 Place joists together and nail from each side with 2 rows of 10d nails 1 °g 2x4/Plywood/OSB web stiffener - 2" min. BCI 90s® - 14" 5-16d 4" max 5-16d _ 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite require when Indicated or 16 6-16d 6-16d 6- - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. 1 T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking \/ C 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 D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or I beam below Load bearing wall must stack over blocking and wall or beam below.* - - — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6„ A 1 2' ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V1Backer /4"-2" gap Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements �0.6 X Joist p �� depth I -JOISTS BUCKETS N.T.S. SIMPSC w/(22)- NAILS 1 5/81 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ SEE PLAN FOR °• a • ; FOUNDATION INFO d STEM FOUNDATION GRADE d r-7F,,L L; REINF. SEE PLAN Nu tInHoc 4 rvkl 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 I` SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# 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 1"111"1r \ /r r'1T1/1 A 1 TI Ir%I I r\ I11 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a d a /F a d • G ° d Z � • e • co � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE dQ f do G Qi Cr . L r413 t _� Q c L� _ a tt: y :L L O O �a 0UJ 4-- 04 . ri 1 i 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. Jw'Fm r< W Ir E O A � r f�� co tor - tea' N rk, a N C:,ik LL NMI* J , i 2 4 ); tt? Z JLLu_ a _ o a c m v W��pjO' o :3@ N Z m w J N z C M J O O Z W U fA tq M z N M o g z C N z o Q a N (n M N z 0 � U o 4� N LL f \.%(DO II w � U g V) �Ln U d'2 J E L 8 Ci r'o u°Hu'� N iU • C i14 m o w Mw M o z Z � U_ E � �s0 a C O wi ?® oa co +"— � O XU 00 �U oQ Za, O N p ao <=m� a Z a �� C �o zZ z z_r CU J to co a ° s�o z U a W O- 3 w Nw k 0 o. M V 5 a� 3 c .s r N rn m m n L O o^o co Q O r � m Q O C CV LO IF— 04 O C C) N O M E N o z z E r y 2 a U � Q p � JOB NO : 22-05604-05601 SCALE : AS NOTED SHEET NO. SN-1 -L — 3 0 0 r- 0 J 0 L0 0 I 0 L0 42 I 0 V) .a 0 t 0 0 J 0 ca C) 0 I L0 0 cV i 0 3 CI Q 0 S. 1.2 0 E 2 0 c J i 0 1Z O U v U GJ 'o i U G i N I Y i 0 0 [Z N N Lo :r 0 0 CL N Ln 0 Q m v (/7 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOFNAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I ,-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 T' 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER > > a SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w! ASTM -11 l 11 IIII I m ' I —I wI— I I —I 1- 1-111=1TI I I I I IN I� m=' D7158-CLASS G or H, or ASTM ° •2011— I (—I 1_ D3161-CLASS F, IN I-1 LT� T= — ACCORDANCE w! TABLE I=1 I I=11 L=1 1=f I� 1 I= 1_(— R905.2.6.1, FLORIDA BUILDING ~1 III-111=�=1� I �� I�11 CODE 7TH EDITION (2020) 8 _I -I 11Tf1 11T I I I I Ir RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE cV \ n e —III—III— a ' I - Z 1Ill °° g M - o 'TF O0 — - 6 MIL VAPOR _— BARRIER N D; • —F COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR I I 111T[ TTT 7 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4- (1 STORY ) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—% SEE FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS Ki - 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS z LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 4L I i I_ 2x4 CONT. I I GARAGE DEPTH VARIES I GARAGE SLAB AT STEP ("B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 9,-- 2x STUD 8"C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL FRAME WALL TO C.M.U. WALL CONNECTION 2x P.T. PLATE ASSUMED FINISHED GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 217 GRADE a 00 _ _ _ T=11=-(1) #5 REBAR w/ OPT. ' I —I t �—PIN — I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS ZE TM N• . . y : '. 4--- Cl) I '/ . f .` • I I I—� 1 'cf• I f T _I -III T III-11 4 _ •I I I � . ' w .. � I�I I P SEE A/S3 OR J/S6 FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. IV I IV I IV I IV 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 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN • 3!8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD @ 24" O.C. ) SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. x 6 W1.4 x W1.4 INCLUDE THE WALL /6x 6 W1.4 x W1.4 2 ATTACHMENTS /2" � WWF OR FIBERMESH WWF OR FIBERMESH ELEV4-3 1/2" 9 �31/2"MIN. �3 1/2" MIN. � 00 A.F.F. ° 1 I ° LL / 3 1!2"(min.)- 4" _ q �T 1/2"(min.)- 4. 31/2"(min.)-4" — 3 1/2"(min.)-4"- -'1Tf-I,- - 4" 1'4" 8" (2) #5 CONT. 4 TTT�� TT —Tr rr8„- U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL ( C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" O S�CU 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ,o M�N�o s INSULATION PER FBC AND ENERGY coN FORM SUBMITTED WITH PERMIT / \ 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 10'-0" (R302.11) ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER ! METAL LATH. FIRST 2 LAYERS 3!8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ (10) 5/8- x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR o END OF 2" MAX LFAROM WEEP SCREED INSTALLED TE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR UJ o #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Xa ° ch FINISH GRADE °O M 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] D �. 1 w ��I I 1 b, w r� a 6 MIL VAPOR BARRIER I I' ° 1 1—_ O° U) — #5 REINFORCING BAR R 1 7/8" T T #5 LAP SPLICE (2) #5 CONT. • ° . — I — —III— 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS COMP. SOIL. (COMPACTED TO ° _ _ 8" 1-4' 95% MODIFIED PROCTOR ASTM = I 10" (TYP.) = I Trl= I 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB CONT, BEAD SEALANT INTERIOR -31 " CONCRETE NAILS W 1 1/2, EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB,,,,,,- A_ 00 M 6 MIL VAPOR BARRIER I —I I I T 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 6x6W1.4xW1.4 WWF OR FIBERMESH , K S3 REBAR DETAILS r F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN zoo (2) HTS20 FOR STRUCTURAL :- BEAM SIZE & ' CONNECTION INFO 2x4 P.T. PLATE > 7116" O.S.B. COLUMN LOCATION I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE EE > w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o LU CONNECTION INFO. SECURE 2x 4 P T BTM PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN Q j w/ MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) o w BRICK PAVERS or B PER 0'-0" FIN. FLR.Ah COMMUNITY SPECS V A A S3 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 NOW S 1 11 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) r WWF OR FIBERMESH SEE A/S3/J/S6 —` In=2I= 8„ FOR REINF. INFO. OPTION #1 l SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I I I .- EXTEND FILL CELLS = I I TO FOUNDATION PAD _-E CONT. FOOTING STEEL I I MAT REINFORCING. r ' Cl) 002 GRADE w z = • w OLLJ U) • • • • z z u M Q FOOTING 0 - BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL 11 N SCALE: N.T.S. S3 O O co X ,. C%I�a O -C. CD L L ;-,a � 'l' ,r` Q �J, Q 00 .0 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. rn _ H oE v G a 6V� —.0 N an0 7 a w LL M VLu U_ J LLLL i a Z - d 4 C� 0W Z IL U) m w N N Z Q J 0 N OU o Z M Z N M o g z amp=& z o � Q J M N �--+ C/3 zz O N w U W J H — E I U o C N Q co O. I_• N o w MZ M � CL E wo �� >� <� _® (6O F— ¢a U O JU Ott Z O N w� a ww rn t z aY� U Nm O Z Z w ZCl)C: j < N Z U� O wa = o aU N W W� � CDO oLL J W 3 = F � IIIIIIIIII� CID v w` is a o3 C > cy) T i fT m F•— � O OI�O Co T o 0 f�T �v o U) O CC> M11 Q ate-+ CV = F-- 0 N Lf7 �. O O 04 O E E N z M Z E I� CC E ci ° Q o °i JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. S3M 0 N 01 0 I CIO J 0 ca 0 I L0 C) 0 ID Cr t 0 I n 0 q 0 LO 0 I L0 I N i rr GO rn c 3 tz Q N 0 0 c c J i 0 U 0 h v 'o a v_ :o i z N I Y i 0 U J 1z 0 rn L v7 yam+ 0 0 CL C) 0 Q m 0 N (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C TYPICAL C.M.U. WALL (TYP.) SEE ELEV. SCHEDULE) UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 4 4 HEADER SEE PLAN FOR SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS C. 926 APPLY 3 LAYERS W/ FOR CLEAN -OUT @ 8" O.C. OR 4d TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @ MID ❑ METAL LATH. FIRST 2 LAYERS POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK STEEL AND GROUT ❑ STEEL AND GROUTWATER DOUBLE 2x TOP EVENLY RESISTIVE BARR E PLATE WALL IS 1 MAXIMUM INTERIOR ❑ ❑ ❑ FULL 8x8xl6 BLOCK EXTENSION F FROM EXTERIOR W� SIMPSON SP2 w/ (12) 10d HEADER FLUSH TO OUTSIDE OPTION ALL FACE OF BLOCK WALL IS 2 1/4" NAILS AT EACH STUD DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED 2x BLOCKING @ EACH END W/ 10d @ ❑ a COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) TO BLOCKING A WALL ❑ ❑ O/C FIELD (2) 2x HEADER WALL CLEAN -OUT PER PLAN SCALE: N.T.S. S4 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/(1) 10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 10dx1 1/2" MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE ( ) REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MAIN SPAN WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. IN KO BLOCK AT EA. STUDL ROOF TRUSS 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER SCALE: N.T.S. S4 "4./1SCALE: N.T.S. S4 UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) BLOCK W1(1) #5 NOTCH LINTEL WHERE REQUIRED DOUBLE 24 SPF. #2 FOR CONCRETE PLACEMENT A TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 8" STD. 90•HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION I NOTES: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION --- PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL r w > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR .; TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71n 58" 41" 34" 6 3/4" 10" 31/2"- 2x CRIPPLES @ --i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. /GARAGE SPLICE NAILS TOTAL) EA. SIDE OF / DOOR s�8-,SPLICE STAGGERED J-BOLT TRACK BRACKET U\-I%j I 1 "Ma. r\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK 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 (2) (3) (2) 1 (2) 1 (1) LSTA30 (3) (4) (2) 1 (4) 1 (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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OD SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 F�/NC ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 10d @ 8- O/C ATTACH ALL —' EXTERIOR STUDS W/ IAI 16d TOENAILS TOY6PPLATE 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 J SIMPSON C SIMPSON SP4 8P2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 SP4 LINTEL TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END w U z r 2x TOP PLATE 2-16d 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 / SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645#SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT SIMPSON SP4 �_OVERLAPPING 2X TOP PLATE ROOF TRUSS ABOVE /— 2X BLOCKING INTO `—(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING FRAMING STAGGERED 2X8 WALL ABOVE SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & SP4 SP4 MAX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. IL Lj MASONRY WALL 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN, (2) PER BOTTOM PLATE) C SIMPSON 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" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (21 PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY / H SCALE: N.T.S. � d M ® l J_ I-- — U To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a of C6 w' o o 0 � oo w lo l U'��� f04 7 sS22 # w Q c J 5 LL W Si5 0 Zz _j w m c Co W :3 M W un Z U)°' m w � "Z a" OU 0 o Z Z cmv c� — o g z � N z o � Q � J d � n N^ M zcc W - w C, V 0 V1 �V) w o Lv N ,• U t_ :> U o OD Y N Ol C:, w M M ¢ o Z < J a 0 a ¢ o 3� s >N z® oa x° VO �8 _° oQ Z E o Wz Wz CV o N �x z z _j Q) J 0 <w Z <A U) a oI go 2 Q ` a NW W 3 w o oz wclo i3 �r ;o C:)W o. a F o3 c T N rn c� CT L o^o COO Q Q _CV O Ln C'4 � � O Q 0) LSD T M w 3 CV � y o Z Z E m U a ° Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. S4M SIMPSON HGAMI( W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL �\N 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH SEE TABLE EA. END @ 48" O.C. ( ) RIDGE FASTENED AT 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & SIMPSON H2.5A w/ (10) Sd SILL (2)1 Od TOE NAILS @ EA. FROM LEDGER TO 1/2" CDX PLYWOOD OR END BLOCKING 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS CDX PLYWOOD T 7HE CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 SHEATHING ATTACHED 10dX3" @ 3" 0/C w/10d NAILS @ 6" O.C. THROUGH CHORD 2'x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 `- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4) ROWS OF (2)16d ( ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. I I INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1 " 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'4' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f X-BRACING, AND TOPF SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION x Ix � SCHEDULE FOR 1x1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES - 1/ (2)16d NAILS `� � � 2"x4"CROSS BRACE APPR2x4 RAT RUN BRACING RIDGE F. 8" FROM AT 24" O.C. ON TOP OF t2' RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d �j ► NAILS @ EA. END AT EA. TRUSS JOINT 2) 2 x 4' LAMINATIONS W/ 1 ROW (3) 2' x 4 LAMINATIONS W/ 1 ROW l�l 2x4 PANEL BLOCKING ( () () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE • (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d 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 F THE LAST LAMINATION (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/ 1 Od NAILS @ 4" O,C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL/'_6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 16d PER SIDE 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 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) f-GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" 1r__OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM10KTA 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 0 2x4 "T" ON TOP OF PANEL I I : L' I 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/' EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1063' @ 4 O/C (2)12d TOENAILS ; NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION gi ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. V V I Y 1 1..! Lill .1 I• \.A GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL K'10 SCALE: N.T.S. SrJ 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 6" OVERLAP `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)10d EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9 0LX Oar Y CORNER JACK tl U 2 Q lY w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MW MM NMI 1111 ti M NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �` 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 C_N' O C-1 C,, Q) N ' ^� X e:;� �. �J_ 11 CrD Q C: a -�s .:, 0 1' -7,-' .tU, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ' W E >'' Q 8 0 ��♦♦ o V 0 C 0 ti O t- N m j 0 M 2s #J uL � JLLu- 555 d W Z -�- U. rho 5 @ Na, O MW o2,W W to m w z N Nza N G OU o Z W ❑ ❑ U M z N M — OFa z � N z � � Q J � N M N z V C� o a--+ N O w g Of Ln =) N U 8 U o Q• QN� s w M y z o U_ g� 4n iE os =_® ? oa {— nj XU 7 � z <a o� ap a= N woo �w o E Qo p z mO z N Cy Oz U z m Q W Uf J a ° M z W >> 2 O > -. z O o� LLa nw 'oLL z= o wa >° U a� R 5 C >M 2 m m H rn L CD 00 CO,— C� ono O Q r_ ( r CV C) m O CV = O C%I LO � -0 CD C� C -0 N LO N > U-) O E c Z M z E a U � Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. S5 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 `- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4) ROWS OF (2)16d ( ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. I I INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1 " 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'4' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f X-BRACING, AND TOPF SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION x Ix � SCHEDULE FOR 1x1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES - 1/ (2)16d NAILS `� � � 2"x4"CROSS BRACE APPR2x4 RAT RUN BRACING RIDGE F. 8" FROM AT 24" O.C. ON TOP OF t2' RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d �j ► NAILS @ EA. END AT EA. TRUSS JOINT 2) 2 x 4' LAMINATIONS W/ 1 ROW (3) 2' x 4 LAMINATIONS W/ 1 ROW l�l 2x4 PANEL BLOCKING ( () () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE • (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d 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 F THE LAST LAMINATION (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/ 1 Od NAILS @ 4" O,C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL/'_6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 16d PER SIDE 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 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) f-GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" 1r__OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM10KTA 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 0 2x4 "T" ON TOP OF PANEL I I : L' I 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/' EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1063' @ 4 O/C (2)12d TOENAILS ; NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION gi ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. V V I Y 1 1..! Lill .1 I• \.A GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL K'10 SCALE: N.T.S. SrJ 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 6" OVERLAP `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)10d EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9 0LX Oar Y CORNER JACK tl U 2 Q lY w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MW MM NMI 1111 ti M NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �` 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 C_N' O C-1 C,, Q) N ' ^� X e:;� �. �J_ 11 CrD Q C: a -�s .:, 0 1' -7,-' .tU, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ' W E >'' Q 8 0 ��♦♦ o V 0 C 0 ti O t- N m j 0 M 2s #J uL � JLLu- 555 d W Z -�- U. rho 5 @ Na, O MW o2,W W to m w z N Nza N G OU o Z W ❑ ❑ U M z N M — OFa z � N z � � Q J � N M N z V C� o a--+ N O w g Of Ln =) N U 8 U o Q• QN� s w M y z o U_ g� 4n iE os =_® ? oa {— nj XU 7 � z <a o� ap a= N woo �w o E Qo p z mO z N Cy Oz U z m Q W Uf J a ° M z W >> 2 O > -. z O o� LLa nw 'oLL z= o wa >° U a� R 5 C >M 2 m m H rn L CD 00 CO,— C� ono O Q r_ ( r CV C) m O CV = O C%I LO � -0 CD C� C -0 N LO N > U-) O E c Z M z E a U � Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. S5 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. I I INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1 " 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'4' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f X-BRACING, AND TOPF SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION x Ix � SCHEDULE FOR 1x1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES - 1/ (2)16d NAILS `� � � 2"x4"CROSS BRACE APPR2x4 RAT RUN BRACING RIDGE F. 8" FROM AT 24" O.C. ON TOP OF t2' RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d �j ► NAILS @ EA. END AT EA. TRUSS JOINT 2) 2 x 4' LAMINATIONS W/ 1 ROW (3) 2' x 4 LAMINATIONS W/ 1 ROW l�l 2x4 PANEL BLOCKING ( () () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE • (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d 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 F THE LAST LAMINATION (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/ 1 Od NAILS @ 4" O,C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL/'_6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 16d PER SIDE 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 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) f-GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" 1r__OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM10KTA 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 0 2x4 "T" ON TOP OF PANEL I I : L' I 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/' EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1063' @ 4 O/C (2)12d TOENAILS ; NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION gi ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. V V I Y 1 1..! Lill .1 I• \.A GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL K'10 SCALE: N.T.S. SrJ 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 6" OVERLAP `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)10d EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9 0LX Oar Y CORNER JACK tl U 2 Q lY w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MW MM NMI 1111 ti M NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �` 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 C_N' O C-1 C,, Q) N ' ^� X e:;� �. �J_ 11 CrD Q C: a -�s .:, 0 1' -7,-' .tU, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ' W E >'' Q 8 0 ��♦♦ o V 0 C 0 ti O t- N m j 0 M 2s #J uL � JLLu- 555 d W Z -�- U. rho 5 @ Na, O MW o2,W W to m w z N Nza N G OU o Z W ❑ ❑ U M z N M — OFa z � N z � � Q J � N M N z V C� o a--+ N O w g Of Ln =) N U 8 U o Q• QN� s w M y z o U_ g� 4n iE os =_® ? oa {— nj XU 7 � z <a o� ap a= N woo �w o E Qo p z mO z N Cy Oz U z m Q W Uf J a ° M z W >> 2 O > -. z O o� LLa nw 'oLL z= o wa >° U a� R 5 C >M 2 m m H rn L CD 00 CO,— C� ono O Q r_ ( r CV C) m O CV = O C%I LO � -0 CD C� C -0 N LO N > U-) O E c Z M z E a U � Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. V V I Y 1 1..! Lill .1 I• \.A GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL K'10 SCALE: N.T.S. SrJ 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 6" OVERLAP `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)10d EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9 0LX Oar Y CORNER JACK tl U 2 Q lY w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MW MM NMI 1111 ti M NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �` 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 C_N' O C-1 C,, Q) N ' ^� X e:;� �. �J_ 11 CrD Q C: a -�s .:, 0 1' -7,-' .tU, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ' W E >'' Q 8 0 ��♦♦ o V 0 C 0 ti O t- N m j 0 M 2s #J uL � JLLu- 555 d W Z -�- U. rho 5 @ Na, O MW o2,W W to m w z N Nza N G OU o Z W ❑ ❑ U M z N M — OFa z � N z � � Q J � N M N z V C� o a--+ N O w g Of Ln =) N U 8 U o Q• QN� s w M y z o U_ g� 4n iE os =_® ? oa {— nj XU 7 � z <a o� ap a= N woo �w o E Qo p z mO z N Cy Oz U z m Q W Uf J a ° M z W >> 2 O > -. z O o� LLa nw 'oLL z= o wa >° U a� R 5 C >M 2 m m H rn L CD 00 CO,— C� ono O Q r_ ( r CV C) m O CV = O C%I LO � -0 CD C� C -0 N LO N > U-) O E c Z M z E a U � Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. S5 NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9 0LX Oar Y CORNER JACK tl U 2 Q lY w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MW MM NMI 1111 ti M NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �` 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 C_N' O C-1 C,, Q) N ' ^� X e:;� �. �J_ 11 CrD Q C: a -�s .:, 0 1' -7,-' .tU, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ' W E >'' Q 8 0 ��♦♦ o V 0 C 0 ti O t- N m j 0 M 2s #J uL � JLLu- 555 d W Z -�- U. rho 5 @ Na, O MW o2,W W to m w z N Nza N G OU o Z W ❑ ❑ U M z N M — OFa z � N z � � Q J � N M N z V C� o a--+ N O w g Of Ln =) N U 8 U o Q• QN� s w M y z o U_ g� 4n iE os =_® ? oa {— nj XU 7 � z <a o� ap a= N woo �w o E Qo p z mO z N Cy Oz U z m Q W Uf J a ° M z W >> 2 O > -. z O o� LLa nw 'oLL z= o wa >° U a� R 5 C >M 2 m m H rn L CD 00 CO,— C� ono O Q r_ ( r CV C) m O CV = O C%I LO � -0 CD C� C -0 N LO N > U-) O E c Z M z E a U � Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. S5 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MW MM NMI 1111 ti M NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �` 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 C_N' O C-1 C,, Q) N ' ^� X e:;� �. �J_ 11 CrD Q C: a -�s .:, 0 1' -7,-' .tU, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ' W E >'' Q 8 0 ��♦♦ o V 0 C 0 ti O t- N m j 0 M 2s #J uL � JLLu- 555 d W Z -�- U. rho 5 @ Na, O MW o2,W W to m w z N Nza N G OU o Z W ❑ ❑ U M z N M — OFa z � N z � � Q J � N M N z V C� o a--+ N O w g Of Ln =) N U 8 U o Q• QN� s w M y z o U_ g� 4n iE os =_® ? oa {— nj XU 7 � z <a o� ap a= N woo �w o E Qo p z mO z N Cy Oz U z m Q W Uf J a ° M z W >> 2 O > -. z O o� LLa nw 'oLL z= o wa >° U a� R 5 C >M 2 m m H rn L CD 00 CO,— C� ono O Q r_ ( r CV C) m O CV = O C%I LO � -0 CD C� C -0 N LO N > U-) O E c Z M z E a U � Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. S5 ti M NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �` 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 C_N' O C-1 C,, Q) N ' ^� X e:;� �. �J_ 11 CrD Q C: a -�s .:, 0 1' -7,-' .tU, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ' W E >'' Q 8 0 ��♦♦ o V 0 C 0 ti O t- N m j 0 M 2s #J uL � JLLu- 555 d W Z -�- U. rho 5 @ Na, O MW o2,W W to m w z N Nza N G OU o Z W ❑ ❑ U M z N M — OFa z � N z � � Q J � N M N z V C� o a--+ N O w g Of Ln =) N U 8 U o Q• QN� s w M y z o U_ g� 4n iE os =_® ? oa {— nj XU 7 � z <a o� ap a= N woo �w o E Qo p z mO z N Cy Oz U z m Q W Uf J a ° M z W >> 2 O > -. z O o� LLa nw 'oLL z= o wa >° U a� R 5 C >M 2 m m H rn L CD 00 CO,— C� ono O Q r_ ( r CV C) m O CV = O C%I LO � -0 CD C� C -0 N LO N > U-) O E c Z M z E a U � Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. S5 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 C_N' O C-1 C,, Q) N ' ^� X e:;� �. �J_ 11 CrD Q C: a -�s .:, 0 1' -7,-' .tU, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ' W E >'' Q 8 0 ��♦♦ o V 0 C 0 ti O t- N m j 0 M 2s #J uL � JLLu- 555 d W Z -�- U. rho 5 @ Na, O MW o2,W W to m w z N Nza N G OU o Z W ❑ ❑ U M z N M — OFa z � N z � � Q J � N M N z V C� o a--+ N O w g Of Ln =) N U 8 U o Q• QN� s w M y z o U_ g� 4n iE os =_® ? oa {— nj XU 7 � z <a o� ap a= N woo �w o E Qo p z mO z N Cy Oz U z m Q W Uf J a ° M z W >> 2 O > -. z O o� LLa nw 'oLL z= o wa >° U a� R 5 C >M 2 m m H rn L CD 00 CO,— C� ono O Q r_ ( r CV C) m O CV = O C%I LO � -0 CD C� C -0 N LO N > U-) O E c Z M z E a U � Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. S5 _I I a I I II I I I I I I 1 1- I 1 1 1 L SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD 2nd FLOOR WI BEAM/GIRDER 2ND FLOOR FRAME CONNECTION END SHEATHING TO )F BEAM OR GIRDER ,TE W/ I O.C. )OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATI (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION 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 w WEEP SCREED W INSTALLED PER. MANUF. o O SIMPSON HETA20 w/ (8)10dxl 1/2" 1 0 NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB �I EXPOSURE 1 x II SHEATHING — —x—F PROVIDE II II BLOCKING AS REQUIRED PER II D II SECTION X-X IF NOT FULL C HEIGHT SHEET C II II II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND 7F T _T I) I I 1 F EXPO E EXPOSUURR �- SHEATHING II II II I 2 vWWi SOLID 2x III III II II II I BLOCKI G @ ALL G O EDGES(SEE III OPENING SECTION X-X III C III x jI II IIF x E � _ 2x STUDS W III III II II II BEYOND. SEE PLAN o III I 11 II IN II II I I O 11 LI — IL_I L 11 11 —II 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 Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ys"• U) ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z w= @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o O w/ 8d COMMON NAIL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > ¢ O N w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. cl-OOv) v~i OF , m L ~ © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O O MEMBER IF GABLE END U NOTE: 17— . 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" 2x4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4 -1 -0 "= ' " S6 3/8 SPACING 3/8 FOR ADDITIONAL INFORMATION. I S 3/4"tn S 1/2" 4s,/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" B.U.C. LOCATIONS SHALL BE MIN 2x4#2 FOR UNDERLAYMENT NAILS TO STUD & (8) 10d x 1 1/2" TO BAND SPF TURNED VERTICAL w/ 7/16" REQUIREMENTS SEE R905.1.1 PROVIDE CONTINUOUS FLITCH PLATE TOw/(2)12d ROOF FLASHING AND ROOF FLASHING COMPONENTS JOIST AT EA. STUD (8) 1Od NAILS TO TOENAILS EA. END. NAIL FLITCH TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICAL w/ (4) 8d NAILS CODE 7TH EDITION (2020) HURRICANE ANCHOR RESIDENTIAL @ EACH TRUSS 2nd FLOOR WALL TO MASONRY BELOW 2"x BOT. PLATE W! (2) 8d NAILS @ 3" O.C. SHINGLE ROOF, SHINGLES TO BE IN STAGGERED FOR SHEATHING (2)10d @ 6" O.C. FLOOR SYSTEM ACCORDANCE w/ ASTM D7158-CLASS G or VFRTICAI RI Or:KINC; 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, SECTION X X FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST ROOF SHEATHING - SEE INSULATIO NOTES: USE BAFFLE SCHEDULE - [RSHI - ON FRAMING SHEET FOR *SIMPSONLTP4w/ LTP4&EXTEND C WALL SHEATHING INSTALL. SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS SHEATHING TO SIMPSON MSTAM36 CHARLT ON FLOOR @ 24" O.C. BOTTOM OF RIM S6 & NAILING SCHED. PLAN ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 1st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING /� 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" ONLY. (6)1/4" x 21/4" TITEN MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & (8)10d x 1 1/2" TO BAND SCREWS TO MANSONRY NAILS OR DRYWALL SCREWS 7" O/C JOIST AT EA. STUD WALL PER STRAP CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO SFFp/N�O�, (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY <q y S ROWS E NAILS 1/2" GYP WB O.C., 2 ROWS � STAGGERED @ 12" O/C EACH DOUBLE 2xS.P.F. TOP PLATE - ATTACH 2x STUDS 1x C.,2RNAILER 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 LL FACE OR 3-ROWS 12d NAILS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A J PLYWOOD SHEATHING @ WOOD 1 ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 6 2x CRIPPLES @ 2"x10" OR GREATER HEADER 2X BLOCKING @ EA. WALL = U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF �7V 16" O.C. W/ (2)12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR o w SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS o = O U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD S4 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. 10d NAILS @ • INTERIOR HEADER: COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U = 12d TOENAILS BOX HEADER (1) 2x SILL PLATE W/ (2) . INSULATION PER 8" O/C TYP. 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN ONLY DOUBLE 2x EXTERIOR HEADERS: OSB (DRAFTSTOPPING) TO BE NAILED W/8d • COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR g R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED S6 S6 TYPICAL (U.N.().) 12d TOENAILS PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL J S • OPENING LARGER THAN 4 FT: DIVIDE THE CONCEALED SPACE INTO APPROX. EQU0SPACER (1) 2x SILL PLATE w/ SIMPSON AREAS. BLOCKS FLOOR SYSTEM ETAL SEAT LS30 w/ (6)10d x 1 1/2" EACH SIDE ER PLAN I 0 OR FELT L-P PAPER FOR TRUSS- 2x STUDS TYP. HEADER SUPPORT MOISTURE N REO. OQ. AT OPENINGS STUDSF JACKS & P.T. BOT. PLATE BARRIER • [2x4 RIBBONS Op'rT ,Q7 OPENING 2" x 4" WALL 2" x 6" WALL STRAPS F FLOOR TRUSS I F O SIZE JACKS STUDS JACKS STUDS 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" NiNO R BEAM EA END EA END EA END EA END SIMPSON GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C STRAP 1' 4' (1) (2) (1) (2) (1) LSTA30 CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 4'-9' (2) (3) (2) (2) (1) LSTA30 "T" CORNER SEE PLAN FOR REQUIRED 9'-16' (3) (3) (2) (3) (2) LSTA30 INSTALLATON PER 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT CONNECTIONS CHART ONIFLOOR PLAN SOLID W/GRO D CONT. FILLED TYPICAL " T" AND CORNER LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF DETAILS N DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL rM BAND JOIST TYPICAL SCALE: N.T.S. S6 SCALE: 1 1/2"=V-0" S6 S6 �.� ,—ARCHITECTURAL M LlJ U U 1x WD FURRING @ 24" O.C. a a BASEBOARD N MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER d MUNICIPALITY 4. iv- Q a FINISH GRAD—itE r _ a. dd 6x6 W1.4xW1.4 I I �� WWF OR FIBERMESH :� I I I I 1111 1 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE '' 11 1 "� 1 I \—STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION T REV.03.16.21 SCALE:3/4"=V-0" S6 00 1 1 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' °p SEE FRAMING WEEP SCREED o z_ PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ 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 F(MIN. NAILS AT EA. STUD SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W 1.4 WWF OR FIBERMESH Qa , A :A I�A 11-- I I F 8'. I� j1--_111 -8I�I" I 1� 8 CHAT RANCEMIN. INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH I " :a .,�. G A M III —I I— I I I I a' -I I I II I II I I I I I I I A 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 o Z III— ' - III; �' T� (3) # 5 REBAR ON 3" CHAIR J ` 4" 1 1-8 W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 N N ti O C" C > tV Co (.? _ 1 � ) � O - LtJ Fr C14 1 1, `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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E ' 0 M 8 C 0 a) 0 1,9 - co ' _�Cc u Q ID:V 25 J 2 W W M LL W SS d Z Fa a o L N p t W CN , @ - � Om cILZ rn to rn w J U) Mz d k t9 OU o Z CD 0 z o � Q � 13 r M N z �Cz U o (� w C� a m 1.1 0 N �! w g =ZD N U) U W J Q Y 48 N O o co w Z M M � Z 14 � o �� o0 Qo ?® u CKS . H toCL EO x� UO �U O Q Z— C)C'4 to ao �z W= a � <g mo CfJ C ox No z� Z v aw � > > 004 33 o ]U Q a w W V ` it oLL '- a z �a �I3 00 cfl 5 �o a c r CD >M = ui m ~ (j) O L CD n o^O CO Q O C6 �' CV a � C:) c� m _*_j O cal CNJ LO O CDCN O 0 E zcc E U a _j Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. S6 at c 0 V) CD rn ca 0 rN.. 0 O I CD 0 ED i S Cr co O I 0 9 0 cn 0 t 0 N i SCALE: NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUI NAILED MATCH NOS OTHER 1 6's / V V/1LL ALIGN THIS STUD WITH FACE OF 2ND RISER 3YP CUT TO FIT kRS IN WALL I 2x12 SYPI Lj 11 BEARS IN WALL B 7AV —2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (14)SIMPSON1x1 1/212 w/ / AT STRINGER CONTACT POINTS \ NAILS) / VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" —71 AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER j 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 I F2x4 PT UNDER 2x12 C I I 1 ROVIDE MOISTURE ' PROTECTION LA�ACH ALL COMPONENTS / STAIR TO CONC. W/ 4" X / TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 d' TAPCONS @ MAX. 32" O.C. \ / GA TOP OF \ STRINGER I 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH I 1 STRINGERS \ 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 \ 2x4 SYP BLOCKING FOR STRAP 4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU AILS) S) x 1 1/2" N STRINGER CONTACT POINTS \ NAILS) / SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D—D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER \ / FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD i GLUED GLUED AND AND NAILED NAILED I 2x� I DR FT ST P I 2x4 PT NOTCHED INTO I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ Zx8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED\ INTO FLOOR WITH GLU / NOT TOUCH STRINGERS INTO FLOOR WITH GLUE AT STRINGER CONTACT AT STRINGER CONTACT \ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS \ E _ _ 1x4 GLUED AND NAILED TO STRINGER POINTS B FOR DRYWALL SPACING H SECTION VIEW _ SCALE: 2" SCALE: 1" = 1'-0" 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) i D ' FT S P L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER 1-1 .KOR DRYWALL SPACING -- H SECTION VIEW "E" E SECTION VIEW SCALE:" = 1'-0" -3/4 PLYWOOE ON DECK 2x8 SYP GLi AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C 1 NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER IC OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL \ / PER CONT ' / V F-1 I (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED WJ 12d NAILS 2 X 12 BLOCKS, GLUED ANC @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED I POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND > TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRINGER 2X BLOCKING PSON MTS12 w/ / 10d x 1 1/2"AILS 2 D OR 2X BLOCKING 3f�D / RISLt / VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" -O O co N s_ co >C CP ® M 3 "-) (�.. � .CL C-) :t _ C C Q J,00 - O W !° �I r CV To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a - M3 .' T O Cl N � 14t ''4' 0) !n ti r_ V 20 � (N•j+ >' N O 9) it ti 6 C') v y'y,}Zt a C J Co U. a Lu z - N ye' W � ONt0 O W0 2pjO' m w co O J Z N Z Q N do �d o) Z U U z N � o� z N z � � � Q J d 47 N M V)2!a C� o Qj " jr '1'C• a-1 � f'6 W � o .� U �O W s U W J d C N 0 o 'fl z M o Z q cd a E E U zo t° E" wj >� z® Ca z O Ko °o a¢ Q Z ]O oQ w Z N t o �O-, i inY ao Nm m� z, z J �m Qw �Z y� a W a 00 C.0 mot' z¢ a ti c o T .N >M 2 rn m m Q l� O ~ 0') CO n o^O r CD :3 CD I N /U v J m C-0 CV = 0/� cal LO O __ =i -0 O a//�O� LC7 .0 T O T L CV O Z M Z E y a E U "Do p c JOB NO : 22-05604-05601 SCALE : AS NOTED SHEET NO. ST rr UI 0 0 I 0 J 8 0 I co L0 0 N L 0 cn .�S 0 I 0 0 CIO L0 0 I L0 0 I N r Q 0 E NC C O L O C J y Lz: 0 U v U -o i v L N I Y 0 v 0 J a� t� 0 rn S a N N v 0 m 0 /2" DRYWALL 14 1/2" DRYWALL DOOR JAMB (REFE*t\l DOOR JAMB REFERr2X8 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. tEIIIE APPROVAL FOR C APPROVAL FOR CON 1X 4 x4 P.T. 3/16"� X 3" LONG FURRING 3-1/4" LONG X 3/16" FURRING FURRING ROWS 3/16" x INTO STAGGERED @ 16"BLOCK@ T O.C.&TAPCONS TAPCON @ 16" .C. &TAPCON. SPACING 1 „ DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/M. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" ( ) APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ❑ x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON 16" O.C. & @ L END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A EMBEDMENT INTO BLK.) 1/4" MAX 2��., 8" 1 X 4 FURRING R SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 1 Od NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO\11"-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 BRACEAPCON 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B EMBEDMENT INTO ) � ,t1/4" MAX 2'-0" 8„ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK I i 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL El INSTALL WDW, SCREW _ THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS 0 Z91T1111111i'0 PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 RE& (TYP,) STD. 90' HOOK (1 ±5" NOTCH WEB AT FIRST 2 COURSI ;APACI I Y = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY—J TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2"TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ° ;47o REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ° * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: Cl)° P REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ z r H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1 STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN WITH MIN. 3" COVER EA. WAY " MIN. (2-STORY) GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦� DO NOT DO THIS ♦♦♦ �♦♦ #5 REBAR (TYP) ♦♦♦ ,R ♦♦ 1♦ ♦♦♦ TD. 90° HOOK (TYP.) YP.) ♦♦♦ ♦♦♦ ♦♦♦♦♦ +2 NOTCHB♦:FIRST COURSE THE ♦♦ �♦ 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE • NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —j-- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER I - — DIA. @ 24" O.C. NOTE 2 BELOW�� CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO I L 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4"= V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2k + `'�FN + �2-H + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO � + + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL �l/ SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS CFF CHFFT M Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: -J/ + - r -U z 0 U_ 0 LU Q f- U FILL 1st COURSES SOLID WIGROUT a. a. - FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° e' OVERHAN ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" F-0" INISH FLO ° • '. ° ► .. #5 BAR x iD ► 1.0,E ° D ° ° CENTERED W/ g ' 6 • :' ° .. ,e vu H IN TOP o •' KNOCKOUT / N � '• '; ° CHAIR BLOCK MONO FOOTING s SIZE AND REINF. PER PLAN AND SECTION DETAILS } r CLEAN FILL J .> ► ° DIRT b z °• ° STANDARD o #5 BAR IN > 96 HOOK N FILLED CELL �, - •� . - •, , - • , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY r.r I-.,.rr, 14" ` SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N O c.i t` O u �l . cr)N �� x CL Lo J y r 4) JJ J ti 0 0 �/ •CJ �� �r.�^�_j/ y To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Ep a U Q V 0 C i s % G N (Np V 22z55 W W - Q C_JLL 5 n,.�. I^ J tL SS 0- V _ W `' Z m c rn a o W r- r c� g °' °' m w W J v, z N 0 a N LL O U 0 Z W ❑❑ z g z � � � Q J a N z 0 o �N +� C LU � U 0 w $ U ' � I U 0 O Mm w M o z a J LL E Z O oZ® � Y H <N g- E a oO K a1DU ZwO Z 2 L c¢ 6 p OY U m 0 oz Z Z � J ,jam w Em � Z W3 T U oT =� CZ)w¢ CO >° a �t °za o3 o T- >M F- m 0 Q L Cfl 00 CO T o O r C-0 VJ o O C.0 m Q N 0 cv LO .r o04 O O Q (0 0) LO T E LO z Z E d E o a? U Q 0 c JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY I _ __ t I 1 _I 1_ 1 I__ 1 11 3 v 0 cp 0 I O J CD 0 cc v7 0 I rn 0 I N IV 0 I cV 0 J 0 to u7 0 I LO In 0 1 N 0 rX 0 3 Q N N Q a yv N 0 c J N y LZ S ca 0 O UI .o i U a z N I Y O 0 0 v LZ N L0 0 0 a 91 rn �i v 0 Q m G f/7 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM 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 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure' resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO FLANG SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE � WEATHER ✓E BARRIER & ,ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING 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) 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 G) 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING I A" EXTERIOR DOOR WITH DECK SHEATHING E 4M SELF -ADHERED FLASHING ��/ W MINA' � 20 1'4' PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Z n v a a a Ix = W (.DU W LU _ CC H cc Lu UI � o q W O DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/a"-1" BEAD OF CONSTR (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID 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 horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE INSTALNGJAM88HRED THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHFLASHING, 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 ESIVEASSHOEASE PAPER TO WNOSE 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. ■ SELF -ADHERED FLASHING ■ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMANVDMA 400. INSIDE CORNER , 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R" t t 6 7.7.At built-in putters. SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er esls an arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH � PLASTER ACCESSORY SHEATH ING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING ". STRIP OF SAF ,- f ---- ---- i DRAINAGE PLANE WRB I I I i 11 ; I BOND BREAK WRB I it SF LATH I I I I I it � I I I I it I I` 'ER STOP I 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 C14 -0 � M c. ., a. C: -:� .; ca Q: 3 C U }?�o� N CV O fV rn O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. g 8 u R C � 0:tl) 0 N fA UCN0 0 # M N O C J # u- It U_LL upJ d 0Q Z - 'o t mo i � N WU5�O'o' LL Z - NZ m w J a N OU a U Z W ❑ ❑ V M � z_ N ih Z � N z o � Q � rz � N N z U' o LL 4-1 Cn (D �0 w V o J �N cn U c �- E J~ L _ 1� 6X c `n m c � o N Ol o co M ¢ o Z E J LJ ca o E o y � wo wz Z o <, =® Oa N V Mo &o 00 DU Zo E N wo ¢o 0, ¢� w� m z oa U m0 ow Z F Z tq J ? 6 ¢ w E Z d z� o� w 2 aO �w W > U 0 rk aa: ri as ro 0 co a r �Y za UU3 c > M 11Z � L_ CSC oo co TT Q r- O � T C.0 (n s m Q = ate-+ O N N LO F- �• c -0 0LO � 0 Q C rn r r LO N �i 0 Z Z E c m E v U 0 '0 a? c a o JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. W P I I. ii I 1 P I I I I Mounting Brackets (14 Galge4 41/2'x4.1i2'x2-12' See Anchor Schedule Bolts 112" Dia. A325 Galy- ll iTyp•) p �0 7 01-4 1 Drilling Screws A/C Unit Bottom Edge Hurricane Strap (Typical' 3 in front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) If14Self-0rilIng Screws Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Washers / Self -Locking Nuts Sp -di, a1.Lstiuuun uuosuxxrsu rit pans 1-1-th each Hama-.Alx Sacs. (ra� Raked Slat Dtirwiag svailaw. open nertM#4L dJlitlaeat tee arm apllity) Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Pea.1 aft Building Codes and Standards 12f1&L Product Approval Application Detail ce49! Inter or ?atr one Peudrw DM Tinos version Alarafacturer contain lndrne&Lkrse yadowd By validate Ilubili7LI8d PBCAWrovel Ijpar D9 AtmB Affinnetbn 2020 Smart Vent Products. Inc Michael Graham Hansa F. Nonero P.E. Lack. B-chin P.E. 12M 61202b 12i'lW020 122e2020 Approved Caegmy: Srudsal CanPonents (1177) 441-BW PE-T177b (334) 300.1860 SWeategory: Products htroduced as a RBsull of In1vamart"Ittcom New T-Inn erogY Compliance Method Eveuafim period kola e FImNe Pellet -al Architect era Used Florida Fla8s24mptaduaa Profesalanel Engine" Biwa Product Now 14-her r wrrr Product Desaidbn Qualm Assura106 DaNrM Exnbsaat Oat, Amirisd for Use AMQ"d la.tiia7ai for Use Z travail: Dolan Reargued 1 SmadVant Model #1540.510 Dual Functim, Flood and Ventilation Vent 12/512023 Yes Yes NIA 4100A 100 2 SmadVent Morel #15465/ 1 Dual F-tonFlood end W.H.11- Vent 12012023 Yes Yee NIA +10DA100 3 SmartVeM Model#1540520 hsWated Flood Vent 121312023 Yes Yes NIA +100I DO 4 Smewent Model 91540-521 Insulated Flood Vent 12r312C23 Yes Yes NIA +1 ODA 100 5 S .,Va tModel#1546524 16&qud;Gxega Ooor Foal Vent im 2023 Yes Yes NIA WA 6 SmsrtVent MaMl#1546570 Wood WWI In Willed Flood Vant 12/312023 Via Yes NIA +10DA 100 s adVent Model #1540-574 14.5&qurt: Garage Door Flow Vent I213il= Yea Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg. t a 1 tn4nozl isgt !I pN W DA4 171" DdoP3andilg 21s ]yyI V-1- Maral chimer ContactErrltw&License Ya1ltlelW ey )la9.4Afg submitted FBC A®,oval A--d :tltgL Rewsion 2020 Drexel Metals Inc. Jason Shumate Zachary R. Preis Locke Barldan P.E. OMo/2o20 08/09/2020 08202020 10n32020 A4prouad Caregory; Rooting (5021 303-1511 PE-74021 (334, 300-1800 SubGasegay: Metal Robing isnumemarliexmet.com Conpilahce Method Evauatbn Report from a Flonda Regis amd Architect or a Licensed Flornle Prafesalona Enghes, f Lan?MmR8 Products Sea # Prods[ Model NurnINK a Nart1e Product Description oua9ty Assurance Arprined for Use Aonroved Contract P-mlratlon Dore In my j OutsMe for Use Impact DOW� HVHZ R4r( tam Pressure 1 Drexel Metal Roofing Systems DUG 10045 DMC 15066. DMC 175S, DMC 2005, 12f312025 Yes No NfA +0A180 DMC 5V Florida Department of Business & Professional Regulatlon Page 2 of 4 Building Codes and Standards lf252022 Product Approval Application Detail ' ,._ v -�=Ac ,} +,:_ �%' ,� a r-.Y,,,^� � � "4o t "#..°�A'rw`"��' A. <: �{ � �=` -•m r ^s . .' �- '� .... EMIN or j�q Data PoMlna im Vemilth Manufacturer Contact Engineer 8, License Validated BY Validated Suta rltied FEIC A00roval Approved Status Revision 2020 Therm-Tru Corporation Steve Jasperson Lyntlon F. Schmidt P. E. Ryan.) King, P. E. 04115=1 121312020 Od22/2021 081082021 Approved Category: Exterior Doors (800) 843-7828 PE-434og (81$) 767.8555 SubCategory: 5Wnging Exterior Dom Assemblies sjaspersor>(�8mermahu.co Compliance Method: Evaluation Reportfrom a Mn Florida Registered Architectora Licensed Florida Professional Engineer FL O204604tG Products Quality ASSUranc* Approved far Use Approved for Use 1111Devon 1111112 Preduet Motlel. Number or Name Contract Exotl2tlul DaM in HVHZ Outside HVHZ Resistant Praseum t a. Themha21 Fiber.Classic and Smooth -Star Nominal ,6&#39;8 &quotlmparAquot; Opaque 121312022 No Yes Yes NIA Composts Edge Rbxglsss Single Door (I"aiwNfOutcwhg: X mnfigumflon) 2 b. Thxrna-Tru Fitter -Classic and Smoah-Star Nominal 611,039,8 ilquotlmpact&quot Opaque 12r31/2022 NO Yes Yes NfA Composite Edge Fherylass Single Door with Sideiite(s) (Ins"'ng/Outemrig; XO, OXa OXO conh;.,A ins) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68J#398 &quotlmpact&quot, Opaque 1213112022 No Yes Yes NIA Composite Edge Fiberglass Double Door Win or W thou[ Siiebtea nnswirg/Outawmg: XX or OXXO configunatlona) d d. Therms-Tru Fiber -Classic and Smooth -Star Nominal e&#39:0 & not 1 ct8 con Opaque 1213112022 9 ins No Yes Yes WA ' 'tor a Fi lass Single Door Composite Edge berg (IncWng/Qutcwrg: X mmiguration) 5 e. Therma-Tru Fiber -Classic and Smooth -Star Nominal 5843eO &quotimpactilquot, Opaque 1213112022 No Yes Yes WA Composite Edge Fiberglass Single Door wish &delta(%) (IM-W ng/Outsming; XO., OX or OXO configuration.) 6 f 7herma-Tru Fiber -Classic and Smooth -Star Nominal 611,141 &quctimpactilquot; Opaque 12Y31f2022 No Yea Yes WA Composite Edge Fiberglass Double Door wth or Without Sidelites (InswinglOutswing; XX or OXXO wnfgurations) 7 g. Therms-Tru Fiber-Claeslc and Smooth -Star Nominal 68039,8 &quctlmpact8quot, Glazed 12#312022 No Yes Yes WA Composite Edge Fiberglass Single Door (In.sWng+Outswiry:, X configuation) 8 h. Themla-Tru Fiber-Casso and Smooth-Shar Nominal B&#39;8 &quotlmpset8,quot, Glazed 12r312022 No Yes Yea NIA Composite Edge Fiberglass Single Door with 5delte(s) (InsWre/Outswrg'. XO, OXor OXO Configurations) 9 1 Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&M,,8 &quotimpad8quot Glazed 12MM22 No Yes Yes NIA Composite Edge Fiberglass Double Door Win or Without Sidelines linavinglOutsmrig, )X or OXXO 10 1 Therm-Tru Fiber -Classic aid SmroothStar configurations) Nominal M#39,0 &quotinpact&quot Glued 12131=2 No Yes Yes N)A Composite Edge Fiberglass Single Door (I "SwN Outswng' X configuration) 11 k. Therms-Tru Fiber -Classic and Smooth -Star Nominal 85)A3eO &quotlmpad&quot Glazed 12/3112022 NO Yes Yes NIA Composite Edge Fiberglass Single Door with Sides ite(s) o nsW rglOutawi rig, XO, OX or OXO configuration.) 12 I. Therm* -Tin! FibernClasaie and Smooth -Star Nominal 8&039;0 a,quotnnlbie%quot; Glazed 121312022 No Yes Yee WA Composite Edge Fiberglass Double Door Wth or Without Sidelitee (Inavring/Outswing: XXa OXXO confgutations) 13 or, Therma-Tru Fiber-Claasic and Smooth -Star Nominal 6&#39,8 &quotlnpact&quot Glazed Molded 12)31=2 No Yes Yes WA Open Composite Edge Fiberglass Single Door (I nsWnlg/Outa frig; X configuration) 14 n. Therm-Tru Fiber-ClassIc and Smooth -Star Nominal &&#398 &quotl mpactilquot Glazed Molded 12131=2 No Yes Yes WA n Composite Edge Flbe lass Sin le Door wm O Ca pe dig rg 9 Glazed AbNed opensldelRe s InsW /OutsWn Mooed Pe ( n9 9, XO, OX or OXO configurations} .) 15 0. Thermo Tru Fiber -Classic and Smooth -Star # 'I c not Glazed Molded Nominal 6& 398 &quo[ rtpa t&q , 121312022 No Y es Yes NIA Open Composite Edge Fiberglass Double DoorwRh or wthout Glazed Molded Open Si'Iernes (Ins"'ng/Oulswvgi XX or OXXO cgnfigurrab-) 16 P. Therms-Tru g Fiber-Cb-ie and Smooth -gar Nominal 8&039;8 &q tlmpact&q_t' Opaque 12Y3172022 No Yes Yes WA Composite Edge Fiberglass Single Door with Molded Open Sidelite(s) (I nswinglOutawing. X0. OX or OXO wnfgurations) 17 or Tharma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 8quotlmpact&quot Opaque 12131f2022 No Yea Yes N/A Composite Edge Fiberglass Double Door Wth or Without Glazed Molded Open Sidelines (InsW ngfOutswing, XX orOXXO configurations) Florida Department of Business & Professional Regulstlon Pep I at Building Codes and Standards 1rJ20i1 Product Approval Application Detail �� '�':.,� § _ '--rye-�... ... - � _. t,? Ss;._: �S- � u r a ='�' �,,�� .€>, _ � r=�;-- . -ma's , � _ e ;�'�._.->Ks '.' `� _ .�"'•-a , -�.' _ r � -'r= Buts ➢Act Data Pane- 20 ] r1M version Manufacturer La loci L Nralrsee 8 License vAlued N validated aulA18und P&C Approval ADg'QW11 stews Revision 2D20 PGTIndvaulea Jana R-ld MiemFDii BCCO- DER Mlemrl).de BODO -VAL IIll 9W20 1D26/2020 ll2472020 Approved Category,Eaten. Door. (941)485-0100 (786) 315-2590 eubCat.gory: Slkling Exterior Door Assemblies jresernklRpgtinaratneac Cer,llarlea Method: Ced porno n Merle or U51ing om FL12HAR33Roduets CWalsv Asstxsnco Aporairl W Us. Approved far Use hoots. Design At" Product Model waver or Ihrrb g�lld gg, cora.acl Exdrelion Data i1H%mz O dlide)IVHZ RealAart Praswra 9 9G0.5570 (Large Meet lumped) Vinyl Sng Glass Door 0//142021 Yee Yea Yes MIA PRODUCT APPROVAL SPECIFICATION SHEET(2022) March 15, 2022 Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards lm2022 Product Approval Application Detail 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 Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12131/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 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 10/8/2023 PGT Series 5500 F L239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55,0/-55.0 psf 2/16/2024 C. FIXE D MI Windows and Doors Series 185 F L15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/ A /311 24 12 20 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NiA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29i2023 Plyglass 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 RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF MetalsInc. Drexel , I DMC 100NS, DMC 150SS, DMC 175S, DMC S 00 ,DMC 5V F L17679.1 + - 0! 180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 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 Components ITW Building P Alpine Truss Plates P FL1999. 1 - F L1999.4 N/A 12/3112024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 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 FL158.1 NiA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE ,.. -.. e';„ac'� ryJ � � aT ',,'-" +c � �xYP� ,}a •`a`1� � '^r <z-r 1 - - 1..�'Y--.-R�.�`�, ......... . 921k Entity pr Pllg iglu@ Data Pending- I1� Verson Manufacturer co Enalneer&License Yalldateci By Validated Suhmnted FBC Approval ,Approved stailm Revision 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King P.E 07/231= W122020 07/2g12020 10/132020 Approved Category: Exterior Doors (800) 843.7a28 PE-43409 (813) 767-6555 SubCatalgory: Swinging Exterior Door Assembles s)esperson®thermtru.co CoMpliance Moral Evaluation Report from a rn Florida Registered Architect "a Licensed Florida PLA2041M Professional F_nginex Products Srso # Product Model. Number or Name Product Desch omen DualltvAssurance Approvedfor Use C-&.ct ExDlrzMw Date in HVHZ Aoerovedfpruse Outside HVHZ Rest Psre 1 a. TFnerhri Fiber -Classic and Smooth-Stzir Nominal 6&#36;8 kwit;lmpact&quok Opaque 12)31 U22 Yes Yes Yea WA Composite Edge Fiberglass Single Door (In-WOutswing; X configuration( 2 le Therma-Tm Fiber -Classic and Smooth -Star Nominal 6&#39,8 &quot.lmpaot&qum Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door With Sidelke(s) (lmvAngirOutsmng, XO, OX or OXO configurations) 3 c. Tharma-Tru Fber-Classic and Smooth -Star Nominal 8&#396 &quo[Impact&quot Opaque 12/31t= Yes Yes Year WA Composite Edge Fiberglass Double Door with or Wth.ut Side ft" (InsW ng/Outs ow; XX or OXXO confgurafons) 4 d. Therrna-Tru Fiber -Classic and Smooth -Star Nominal 8&#390 aquotlmpact&quotOpaque 12f31 f2022 Yes Yes Yea WA Composite Edge Fiberglass Single Door (InsvAng/Outeving; Xconfiguration) 5 e. Therm-Tru Fiber -Classic and Smooth -Star Nominal ad113MO &qL t;lmpad&quot. Opaque 12r312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelite(s) Qn rvinglOutawing; XO, OX or OXO configurations) 6 f Therms-Tru Flber-Cl.salc and Smooth -Star Nominal 8&#39,08gLiWmpad&quot Opaque IV312022 Yes Yes Yes WA Composite Edge Fiberglass Dal ble Door wren or without Sidelitera (Inswing/0utsaing; XX or OXXO configurations) 7 g. Therms-Tru Fiber -Classic and Smooth -Star Nominor 6&#398 &quaimpi ct&quot Glazed 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) 6 h. Therma-Tfu Fiber -Classic and Smooth -Star Nominal a4&#*..8 &quo :Impact&quot, Glazed 1273112022 Yes Yes Yes WA Composts Edge Fibeglass Single Door vrtN Sidelte(s) (Insw rielOubwing; XO, OX or OXO Configurations) 9 iTherma-Tru Fiber-Ctassic and Smooth -Star Nominal 88 rikurt;lmpact&quot Glazed 12131=2 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or Without sites (Inswing/0ut,.W g; XX or OXXO Configurations) 10 j. Therms-Tru Fiber-Clasaic and Smooth -Star Nomina l 88#39;0 Squat Impact&qual, Glazed 12)312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door t, ri-ing/Outawing; X configuration) 11 k. Thermo-Tru Fiber -Classic and Smooth -star Nominal UA'39; 0 Squat; Impactil,quat Glazed 1213IM72 Yes Yes Yes WA Composite Edge Fiberglass Single Door with adelRe(s) (IrrawngrOutsw irg; XO. OX or OXO configurations) 12 I. Tlrorm r-Tru Fiber -Classic and SmoothSkar Nominal 8&#39;0 aquotlmp.d&quota Gland 12)31/21= Yes Yes Year WA Composite Edge Fiberglass Double Door with or without Sidelites (IreWnglOutaving, XX or OXXO Configurations) 13 m. Thenna-Tru FiberClassic and Smooth -Star Nomin2l6&#38,8 8quotlmpact&quo1; Opaque 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door vArth 8quotNon-Impact&quot Sidelitea) (Inswrg/Outsviing; XO, OX or OXO wnfgurations) 14 n. Therms-Tru Flner.Classle and Smooth -Star Nominal ll&#3R;8 Squctlmpad&quo[ Opaque 12f312022 Yes Yea Yes WA Composite Edge Flbergl aea Double Door with &quotNon-Irroact&quot: Sidelites (I nswirglOutswd ng; OXXO configuration) 15 o. Therma-Tru Fiber -Classic and SmoothStm Nominal 8&#39;0 &quotlmpact&quot, Opaque 12l31r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quotNonFlmpact&quot; ',,del*.) QnsWng/Outswrig; XO, OX or OXO configurations) 18 p. Therms-Tm FiberClaccic and Smooth -Star Nominal 8&#3e08qut;lmpact&quot Opaque 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door wah &quot;Nlorrlmpad&quota SWeiifes (I nswing/OutsW ng; OXXO configuration) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nomin.16&039;8&quot; Non -I mpad&qud; Opaque 1D31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (lnswirg10utswirg; Xconfguration) 18 r. Therms-Tw Flex-Classc and Smooth -Star Nominal 8&#39;8 &quo[Non-Impaa&quot Opaque 12J3lt= Yes Yes No WA Composite Edge Fiberglass Single Door with Sldelte(s) (InaWnglOut9wng; XO, OX or OXO configurations) 19 s, Therma-Tru Fiber -Classic and Smooth -Star Nominal 69#39,8&quo(; Non -I mpactScwt, Opaque lwlf 022 Yes Yea No WA Composite Edge Fiberglass Double Door Wth or Without Scalars (Irsl+,inglOuKwing; XX or OXXO Conti g urations) 20 t Therms-Tru Fiber -Classic and SmocthStar Nominal 8&#39,0 8quot:Non-Impac[&quot Opaque 12/31I2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Incw'rg/Outswin9; Xconrgurefon) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#390 Bqrra:Non-Impad&quot Opaque IV31/2022 Yes Yes No WA Composle Edge Fiberglass Single Door vets adelte(s) (InavanglOutaw re. XO, OX or OXO confouraaonsl 22 v. Therms-Tru Fiber-Classcand Smoolh-&ar Nominal 8WI139;D&quot;N-Imp-Acuot; Opaque 12/3112(22 Yes Yes No NIA Composite Edge Fiberglass Double Door Win or without Sidelites Ortamilg/Outswing. XXa OXXO Configurations) 23 w. Therms-Tru Fiber -Classic and Srnodh-Star Nominal i38J#39,88quotNon-Impact&quo[ Glazed 12/31/2022 Year Yes No WA Composite Edge Fiberglass Single Door 0nsWM%Outswng; Xconfigurabon) 24 x. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&1439.8 &quot:Non-Impact&quot Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sldelite(s) (InsWng/O tsWnq. XO, OXa OXO configurations) 25 y. Therm-Tru Fiber -Classic and Smooth -Star Nominal 6&#3g;a&quotNon-limpacmquot Glazed 12f31/2U22 Yes Yes Nor WA Composite Edge Fiberglass Double Door Win or Without Sdelltes (InswingtOutsining, XX a OXXO wnfigurations) 26 z. Therm*-Tru Fiber -Glade and Smooth -Star Nominal S&#39;0&quot.NcM-Impad&quo1; Gla-C 12131=22 Yea Yea No NIA Composite Edge Fiberglass Single Door (Insva g/Outswil9, X configuration) 27 za. Tharma Tru Fiber -Classic and Smooch -Star Nominal 8&039,0&quotNon-Impaol8quot; Glazed 12MI2022 Yea Yes No NIA COmpazite Edge Fiberglass Sigle Doer with Side)te(s) on"nVOw-ng; X.O. OX or OXO configurations) 28 zb. Thermz-Tru Fiber -Classic and Smooth Star Nominal 8&#39;0&quat.14-ImpadBquot Glazed 12/312022 Yes Yes No NIA Composite Edge Fiberglass Double Door Win or Without Sidelites (Inswing/Cute nng; XXor OXXO configurations) Florida Doperbnent of Business & Professional Regulation Page 1 a 2 Building Codes and Standards 5 a 21 Product Approval Application Detail '7 .. A�S :rs �Bi� d" 4W'::f�n .. - �y4 �.'� � �,. � ,. Zs z '�'' �r 'z �_x.uk ."�$`x��... Y>r. �-� ._ .. _ .,. ctAf?�- a -_- �r-:- code entire or &Mt ku Dal Pending Do Imo Vrslon Illanufticiumir conlact Endrne&License 11411 "Id sir y, Su F6CAmroval Aoororog ReardonYe 2020 MI ndowS and Doers Brent Bourget Luis Roberto Lomas Steven M Lineh, PE 1 W82020 1 W82020 10f19a020 12115,2020 yppramd Cao"ry. Extend Doers (717) 355-3300 PE -MI 4 (71 T) 317-8454 SWCategoM- &icing Exterior Dom AsseltbINS bMI1nger0_miwd.com Compliance Method Evaluation Report tram a M.*h Registered AN.hrtacl on a tJcrosed Monde 1`015332Ae Products Proressionat EngYree 3e0 # Product Model, wanbe or Narm PrOdcr tesaYaio quality Aasurarm AliproYWfor Catract Exotetlam Dae IJ Uss AwoYW fa use HVKZ outsld. HVHZ Imgarn'd D"Itin Resistant Praseure 1 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OXO 12/312/24 No Yes No N/A 145-314&quotx&0&quot; NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OX XO,XX 1.,2024 N. Yes No NIA 96&qud;x8D8qud; NON -REINFORCED 3 SE R IE5420ALUMINUMSGO REINFORCED SERIES 420ALUMINUM SGDREINFORCEDOXO IMI/7(324 Me Yes No WA 145.3/4Aqud XJ6&qud: 4 SERIES420ALUMINUMSWREINFORCED SERIES 420 ALUMINUM900 REINFORCED OX. IWi2024 No Yes No NIA XO. XX 96&qua:a966quot: 5 SERIES 420ALUMINUMSGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCEDXXX 1213112024 No Yes No WA 143sAdexxaeaqud, Florida Department of Business & Professional Regulation P., I a2 Building Codes and Standards V9/2021 Product Approval Application Detail ��k .4'..s+�..-:-..�-.i-..a'✓,<% ..n s Tor :....ine.1� _._._-uk.. .. ,. .�i: .l . �v.- .w' Y.... ,_ :. '�,'- 4 "' _,>'v#�l �... . �.., .:.0.�iF SdW! Entity oi- 12da Lang Data Pmdl- 28t MM version Manufacture0011A act Erminth r & Llcxxe Vellde#d W Validated submitted FBC Awmall Anurov.d am Revision ayDaton, a dvisbn dOvemeed Door 2020 Wn- Dwayne Kcmish John E. Scares Jeffrey m y P. Aeserr,P.E 10/122020 092wm20 102M(320 12H52020 Approved Cmpo at1w (330) 763-8121 PE-51737 (W4) 821-5200 ZExtend Doors dkomish@wayne-capon c iCatagaM Sedlonal Exterior Door Aseembiies om Campl.-Matted: Evaluation Report from. Floods Reglstened Architect or e Umsed Florida Prdeaclonel Engineer FL#82484M ProWob Clusita A,- AdiaovW for the Awraved fa Use know Dersion Seas Protluct MohL NL"w 0, ama Predict Description C(t¢rad lxDlratl- _au In HVHZ outsi HVHZ Resistant Preswre 3 80�/810018200#1105 9&439'. Ms. wldh. 14&#39. Meer hWgln. GlarlilI 12/3172023 No Yes Yea +31.001-35.00 available In too or Intermediate $soft 10 8000/8100/8200 #1123 16lim. M. w the 148*39. Max height. Glaang 121312o23 No Yes Yes *30.c0A33so available in top m iltenmedlate led- 11 W001810OA200 #1124 16ws Max Wdh. 149409- Max height. gazing 12/312023 No Yes Yea -34.40A36.30 "Aside inn top or hremxdate 6ectlor, Florida Department of Business & Professional Regulation Pegs 1 a1 Building Codes and Standards I!a'= Product Approval Application Detail pp PW -_�,_�,- .ham -�_ =�u. w�?5"', .<'= c!"r1 a.� shY«L ,-=ate ' i11811 44.it inky sir 291 Date Peodna ZX111 V-- Manutggfg@C Contact Endrnr&Llcrrse validatedasI'Sc Atxarovnl gggggypg a 111 Revsb =0 Cumea DvelsonOt AADO. Inc. Tom R.tiay UL LLC Troy Bishop. P.E. 12Ma2020 12ro12020 12212020 Approved Exterior Dome Caegay: me ell1 494-2 tell 1 (954) 947.08B0 SWICategory: Exterior"Dom Components lam rattaylile-blo/.co compliance Method: Codificallon Mark or Using Fla11a37-Rio Products m Spa PfDoui Modal. Numb, r NarM Product D-odutNn Quality Assurance Apmoved for Use Aciaoved for Use Cortrxt F_zobatiar Dae f,LHVKZ Outside HVNZ Imeg,i 945J9) RucMara P-su. 1 607. 707, T2?. T47, 757. 777; end 847 Single ant Pales d Flush. Crazed. and Lowered ahgie antl pairs a IM112025 Yes Yes Yes N/A Doors hdlw metal doors. Florida Department of Business & Professional Regulation pa gu n Papela2 Building Codes and Standards s o21 Product Approval Application Detail '��.;'� 1' 11 '>, �5.5,.. �'�t;,... �:��=f,: - ..,a.:.� j`.3'-�: ,=..�t...rro, r..5,-a.lL1. tc.,�- ,� •, e ,>�.�:^?<n.4i-� '.s=� r`,,.'�' .`ram'-��'.."+'�.�:ts„'�. cyi.� � �`i .. v;.?e<Ss,`._ - ;��'k�. -v {±:.. i; �i'"' Code bWN_ Data Data Data la -ding [We }ypb Yerscni MenrdxWrr f YWide.tl By t:Al� FSC AmmvatAtiorandad xsti� Revision ZD20 MI Windaasand Doors Brent Sirlinger Amerlcan Architectural Bevan M. Unch. PE 11/172020 11/17/2020 1127/2020 Approved Category: Windows 1717)365-3300 Menufactur-Aasacimxbn 1717)311-8454 SWCaegory: Single Hung hsting.Q.4-:1.com Cempllanee Method: Certification Mart or Using $9a # PrptelM Modal. Number of Name Avtcalee Amraysd for Emlrallon Dae In HVHZ Use Aooraved fa the Igy�gt Be"Camad outside HVHZ $gam Pentium 2 188 SH 52x72 RnIFIange Frame IG/SG Sirgle Hung t 0(082023 No Yea No +60/-60 L.r*.t.d Glass (D U Q� �Qtt Q O O L_ A V -0 Q) I../�L /t� W C:)O O C O W ca = O U_ o , CU > .� C O W Q .� // /Vi&/-v�A!� VJ Q Q Z Z W J wv T/ fN cl�il(ty\\`/70 O U r c._ N co CU ryX `' L� ci t'i -� J a 0 L > � Cn L. QD E W n, W Z W ca V > 0 O s}d O n' W L) V W F- F- L_ L LL1 W Z Z Z Q rsJ LL SHEET NO. PA 1.0. I -I_ I I I it 01 willywArso-ppI•m-noT f, I I h I Pr fir 1 I I I ll p 11 'FI I Florida Department of Business & Professional Regulation Peg.6 of Florida Daparlment of Business & Professional Regulation Page 1 at Building Codes and Standards 10RO22 Building Codes and Standards 1&2D21 Product Approval Application Detail Product Approval Application Detail Cotle - milli - Entity or .. _ 20k 2LIA Date Pending 2da j(1111g Version Manufacturer Conrad F-nWCAKa Licence Validated By Yalitl W Submitted FBC Approval aggrgned status Eni 2111111. mil Data Pending !m{f R-icon 20M Teem-,a-Tru Corporation Steve Jaspers n Lyndon F. Schmidt P. E Ryan J. King P.E. 1O)0712021 0B'18r2021 100`13f2021 12M512021 Approved Ion Version mnWacmgr canted Bn&eera Ucense VNWYed av ValiddW Submitted FaC Apollo" Approved Category; 5derior Doors (81M 843-782B PE43409 (813) 767E555 Atlrntatbn 2020 PGT Industries Jms R-w* Iaanti-Ded BCCO- CER Mimi -Dade BCCO-VAL 11X152020 11MM20 11/112020 Approved SubCategory: Swinging EXtuior Door Assemblies e)aspersonathermatru.co Cdagay: Winch., (941) 486-0100 (786) 315-2500 Coon pilance. Method: Evsluation Report from a m subcategory: singe Hung joile meM@rgdrKkasutea.c Florida Registered Architect or a Licensed Florida Cmhpnance Method: Cared Man or Living an Professional Engineer FLta84a1.R7 Products Quality Assurance Approved for rise Aooroved for Use )M= Des(gn sea" Product ModL Nubs a Name CcAeelamss Amoral for the Amrin ed is use Product Oescrlptlon Cormrxl trlmlydlon Dos g)4l Outside HVHZ limped k. Rodynt p) BM # Product Meal Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resestant Pressi m 2 9HISSOO (Large Missile Mpod) Vby Single Hung Will 07MM26 yes vie Yes WA 1 a. Therm -Tru Fiber-Ciassio and Smooth -Star Nominal 6&#39;8 kulotNon-Inpad&quot Opaque 12/3112022 No Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Outav+ing: X configuration) 2 b. Thenre-Tru Fiber -Classic and Smooth -Star Nominal 88#89;8 &quotNon4nipaIXdquot; Opaque 1213l/2022 No Yes No WA Composts Edge Fiberglas, Single Door with Sdelite(s) (InsvenglOutswing; XO, OX a OXO configurations) 3 c. Therma-Tm Floor.Clam.kire SmoollnZolr Nominal SW39:88quckron-Impad&quot Cpaque 12/31/2M No Yes No N1A Fiberglass Composite Edge Double Door with a without Sidetites (I nayingtO rtsi XX or OXXO configunkgrom.) 4 d. Thrums-Tru Fiber -Classic and Snneth-Star Nominal 7&#39,0 &quothlon-Inpaa&quot Opaque 12/31/2022 No Yes No WA Composts Eggs Fibergass Single Door (Inswrg/outwMng; X configuration) 5 e Therms -Tier Fiber -Classic and Smooth -Star Nominal 7&#1 8eluallon-ImpsoMquot Opaque 12011`2022 No Yes No WA Composite Edge Fiberglass Single Dow with Sddte(ts) InswinglOulswirg; XO. OX or OXO 8 1. Themxa-Tru Fiber -Classic and Smooth -Star configurations) Nominal sSJI&quottlon-Impadsquok Opaque 12J312o22 No Yes No NIA Florida Department of Business & Professional Regulation Pepel sit Composite Edge Fiberglass Sing Is Door Building Codes and Standards 10=1 OrrswingiCubswirg; Xcorri guraltion) 7 g. Themes-Tru Fiber-Cissic and Smooth -Saar Nominal 8MSO&quottion-impehct&gwk Opaque 12/31r2022 No Yes No NIA Product Approval Application Detail PP Composite Edge FiberglmSing Is Coorrath Sidel'ee(a) (InswinglOutsmngXO. OX or OXO Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Intkv or DIU Pitt Dat Pending a" Peas 1 a 1 1 a6/2021 6Ywlty Assurance Arnroledlor Use Approved far their Impact !� Pta0Mli9aa laD inHVMZ BrYftand PrasurY 73.621nsulded dies 02/16/2024 No Yale No -Sv)55 Florida Department of Business & Professional Regulation Btifding Codas and Standards Product Approval Application Detail Pegs 1 atIIIIR Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ge Pai ot 1N1mz1 configurations) - - - - - - - -__ - - - - - - - - - 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal S8#39;0&quotNon-ImpadBquot Opaque 12,31 r= No Yes No N/A • Eli__ Composite Edge Double ColorWithor - gosh - Eldgt.11r _ BDa 2" ! _ _ 299 rAm .. _ � Enaya _ go eta bass Pmvdm Jae QM ___ En1ltl or _-__- - _ DXA 2" Data 202 Inswin lOFiberom wtMdrl Stions) (InM4nglOuiawng; XX or OXXO Mlgt Ymiga Uf0lga£alrfE contact Engineer &upends Vdkated av Validated SubktA FBC AmrovdEgg EndaeALcaus Vbdaed By $ FBC Amrovd I�gg�gCQ. amne8 Lcexa Vtlkatv BAmrovdAgagffi configurations) @12g ,�( , yy3llq>N�lgt4 mtW 9 i Thermo-Tru Fiber -Classic and Smooth -Star Nominal 68all&quotNon-Impae[8quot Glazed 12/31/2022 No Yea No WA Affirmation 2)20 PGT Indust is Jens Roll -Mild M isml-oade SCCO- CER Mhmil BCCO- VAL l l/052020 1IM020 11/11/2020 Approl Revision 2020 Mt Wind -and Doors Stint Stinger Lulu R L-., PE Steven M. Unch, PE loffla 2020 10/061 IGA94020 12n 52020 Approved AnMWton 2020 PGT Induair" Jms Rosorad 6fam.Nd. SCCO- CER eft l Dade EOCO- VAL 1IMM20 11/052020 11N 1/2020 ApprWd Composite Edge Fiberglass Single Door Caeel Nlndo-. (941)486-0100 (7861315-2590 Catopay: Windows (717)365-3300 PE-62514 (717)317.8454 Category: Anchors (941)485.OIOD (786)315-2590 (tnswinplOuWwing; X configuration) aubCid.aery: Filed Irosowap@ptandlsm ac Subcategory. M uaona bdtiinger@nlwd.can SubcdegorT Manors )respasp@Iagand sul 10 1 Theresa -Tier Fiber.Clesso and Srrooth-Star Nomtrul 811439;8 &quothlon-Impascil t Glazed 12/31 f2022 No Yes No NIA Compile- Method! C.M11.0en Man or utimg om compliance MMbo2 Evaluation Report tan a Canpliarwa Method: C.M..to" Man or Usting om Composite Edge Fiberglass Sing to Door with Flake Registered Noll or. U-sed Florida Sdellte(a) (Inswrg/Outswing; XO, OX a OXO Pt4243-M Pfoduas Prdeeewmal Engineer FLAM41113 Pr,dMh configurations) 11 k Therri FrxSmooth-Starr-Classic and Smooth -Star Nonmetal 01139:8&quotNon-lmpact&gwt Gal 12131 f2022 No Yes No N/A OrWW A+waue Approved for Ues Amrovd for mire Itha36l tiesim PLAUSULASPromiefic o,aW A++rrann Aligmr.e butt Roma. W to use "gig, Dd, Composite Edge Fiberglass Double Door with or me gag,$ Pr.dree Yodel Nuba a Nana Prri thim Control Etmtrelion Del, F III outside HVHZ t �gp sea" Prosiest Yodel MUNtr a Nartw Conrad Etmiralm Doe j1 KVHZ Wilde HVNL t pressure wtrlout Sdsllters (Inswirg(Outial XX or OXXO 3 pNl-5d20.rLege Mlsdle for Urpi Fad Andaa 04902023 Y. Vas Yes NIA glratid Aawrarr. Amwtll use Anaovd forum (p)gpg peaddin 1 Mullions for All coon and Wlndol Aluminum Muscle 1:15262028 Yes Yes Yes Ni configurations) Y No NIA IKg Aodud UmN Nm bworaWma 2 5794 Vertical Numinum Nulkm In Hi Sadilalt preL{II4 1=12024 No Yes Yes WA 12 No LTherma-Tru Fiber -Classic and$nrcroothl r Nominal 7&#39,0&quo1;Non-imps quo, Glazed Composite Edge Fiberglass Single Door 121312022 the QnawnafOutswig; X configuration) 13 m. TthermaTru Fiber-Clamic and Smooth.Stnr Normal 7&#3Q;O&quatNon-Imped&quat. Ghzeld 1213lt= No Yea No NfA Composite Edge Fibarglase Single Door with Sdelhe(a) (Inswng/Outiewing; XO, OX or OXO configurations) 14 n. ThermaTru Fiber-CMsad and Smooth -Star Nominal 83#38;0 &quothlon-ImpactBqual Glazed 12f312022 No Yas NO NIA Composite Edge Rbwilis Single Door Qrswing10u1sv1tg; X configumtionj 15 o. ThermaTru Fiber -Classic and Smooth -Star Nominal 8&#3Q;08quotNon-Impad&quot Glazed 12J312022 No Yes No N/A Composite Edge Fiberglass Single Door with Sldelite(s) (I nswng101dswing: XO, OX or OXO Flory Department Of Business &Professional Regulation Pape 1 d1 16 IF Thermal Fits-Ctemic and Smooth -Star configurations) Nomminal 5&#39;O&quotNon-Impsct&quot Glazed 12131=22 No Yes No NfA Building Codes and Star nclards 10=1 Composite Edge Fiberglass Double Door with or without Sidelines (Inswing/Outswing; XX or OXXO Product Approval Applit anion Detail configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peps 2 d 2 /092@t Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pert co 141=1 17 16 q. Therime-Tru Fla -Clasp and Saloom -Star r. TheFiber-Classic and Smooth -Star Nominal 08#39:8 &quotNon-Impact&qur* Opaque Composts, Edge Fiberglass Single Door with Transom(Invang/Cutsw•ing; OIXconfguration) Nomnal 09111 &quotNon-ImpaclSquU; Opaque 12al 2022 12f312022 No No Yes Yes No No NIA NIA ' _.. gage - - - - - _ _ aOtgvSi - - - _. - &yt Bit! Doe Sending.___� a - �D _ - - - Date Pendmrma-Tru Sr494 B!S g.t Btlt friaM ..EmflLgC Composite Edge Fiberglas Single Door with Yenlm Manufacturer Candid, EnoraLi,-, Vandatd ev Y FBC AmesW Vachon mYnW,-t,- Conran V,[Md d e yyj� F13C Amrovat jA,gpvd g � a Manufacture t�etageMnr a Urne Vtlad err Widened 31wkmd FaCAporod approved flansSdetite and Transom (ImrigOuiswO/XO O/OX or O/OXO comflgurstlons) Revision 2020 Janes Hargis Bulling Products. Inc. Chad Denise V. Alois, Tan John Southard, P.E. 0110512021 121142026 01AG2021 ding FBC ADpn ReWsbn 2020 Alakk Nick Thompson Lyndon F. Schmid, P.E. Ryan J. Knp, P.E. 02n 5I2021 02J752027 02/17l102t 04n32921 Appraaed ReMadn 2020 GAF MO l SBeh Robert Nki miner, John IN. Knszawtlr. PE D626f2020 0921=20 10i=020 12M5r2020 ,Approved 19 a Therill Frta-Classic and Smooth -Star Nominal 69#32;8 &qurot Norlmpact&quot Opaque 12131=22 No Yea No WA Category: Pend Wells (909) 545.835g PE-ei$62 (352)367.2528 Calatill Panel wails (330) 922-2388 PE-43409 1813) 7s7-13555 Caegoy: Roping (00) 706-3411 PE58166 (04) 772-6224 Composite E,%e Fiberglass Single Door with "Catvilikory: aping O.d.dlerdssoj mesherd Sl bCategory: Soffits nthanpsm@feside.mom Suticatsaory: A.phet Shingles mstkh@gaf.00m Scions ) QnswngrOutswrngXO, OX or OXO Compliance Mohod Evaluation Report tan a ° " Cmpllanca Mend: Evaluation Report from a Compllasa Method: Evaluates Report from a Continuous Head and SHI configurations) Florida, Reg icamg Ncnaect ora Loahed Flaw Florida Registered Architect or e Licensed Florida Flodda Registered Architect or a Uoem ed Florida 20 t Therm,-Tru Flier-Gaaek and Smooth -Star Nomnal S&MO Bquot Non-Impact8quot Opaque 12131/2022 No Yes No NJA Professional Englau Prdessbne Engineer Professional Engineer Composite Edge Fiberglass Single Door With 9dslee(s) (inswing/Outevvi g; XO. OX a OXO E(4131924N Products fly Continuous Head and SIII configurations) QuMtttv Assurance Amrovedfol Uae Awfoyed for Us, Ig!!M'd posw r,LratW Asarra,ce Apaovd for Uae Amrovad fa Uae r2utlW Aesranee Amrowdter Use Amrovd for toe � � 21 u. ThermaTru Fiber -Classic and SlrrooUm-Star Glazed Nominalte rglass 12131J2012 No Yes No WA Sea" Pnotlaxt Modtl, Number or Name Product tlesaktbn Cameo 6tDtelm Dos lgltl0di: Csutsld NVRZ Resistant Pressure eb a Product Model Msrihr or Wma Product Description contract ladrellon �a 4t RVNi OWNtls KYNi atertFl RstlstaA Prawn $Eaa Prpdurt Moll. Mmrba a Merin fin. Cavract Esdretim Date InHVHZpra-re Edge ib Ski Door w Composite Edge Fiberglass Shg7e Door with Sidelaa(cj (lnawingfOutswirg; XO, OX or OXO 1 Camplank Let; Siding fiber -cement lap airing 1201120M Yes Yes NIA N/A 1 a arMa2Tequot Soft Vet a Sold Vinyl Sae 12131 (2023 No Yes No WA 1 GAF Asphalt Roof Shinges Fberglassminfaawd 3-ti laminated, 5-how d 12/laao22 No Yas NIA WA Continuous Head and Sill conflgurabor s) 2 HardePkmk Lep Slding fiber -cement lisp sing 12012023 Yes Yea NIA N/A 2 to, equst Alhnca 748uqud: aoRd Vet or Sold Vkryl Sort 12/11f2023 ib Yas No WA hlpRk7pe asphalt shingles 22 v Thernr-Tru Fber-Classic and Smooth -Star Nominal 8&#39;O&quotNon-Impact&qwt Glazed 12/31/2U22 No Yes No WA 3 c. &qud:GreebrW Vintage Beall: Sort Vent or Sold Vinyl Sofa) 1213112023 No Yes No WA Composite Edge Fiberglass Single Dox with 4 Of Lqud:058qual Sent Vet err Sold Vkryi Gore 12131=23 No Yea No WA S dalte(s) (Inswing/OutswI g; XO. OX a OXO 5 a. Lqud:Challer Dakaquot gunk Vent or sold Wyl Bone 12)31,2023 No Ye. W NIA Continuous Head and SIII configurations) 6 f. Bqud:Supe SpexBRuo; Soffit Vent err Sdid Vinyl ScPR 12/312023 No Yea No NIA 23 w. Thermal Fiber -Classic and Smooth -Star Nominal 0&#39;8 &.quotNon-ImpadBrquot Opaque 12/3112022 No Yes No WA Composite Edge Fiberglas Door Panalswith Vented SidciWs) Qnswing/Outswi g; XX XXX or XXXX configurations) 24 x Therms-Tru Fiber -Classic and Smooth -Star Nominal B03808quotNon-Impad&quot Opaque 12131/2022 No Yes NO NIA Composite Edge Fiberglass Door Panels will Vented Stlelil Qnswing/Outswing; XX XXX or XXXX omfigurstions) 25 y.Theresa-Tru Fka-Cessic and SmoothSu Nemlrml e&#n;8&quct;Non-Impad&quot Glazed 12/312022 No Yes No NJA Composite Edge Fiberglass Door Ponals went Vented 20 27 z ThemlaTru FberClassic and Smooth -Star its, Thernsi Fiber -Classic and Smowh-Star Sdelae(s) (I sWng/Ouh wsl )O( XXX or X)= oonfigurations) Nominal 8&#39:0&quotNon-InpaaBquot: Glazed Composite Edge Foargnss Door Penis with Vented Sdediti QnswinglCutiewing; XX XXX or XXXX connpuratons) Nominal 68l IllquctNon-rips iSquoC Glazed 12/31/2022 /2/31/2022 No No Yes Yes No NO NIA WA Forlda Department of Business & Professional Regulation BuildingCodes and Standards Product Approval Appllcatlon Detail Page I prI loia 1 Florida Dopertment of Business & Professional Regulation pane 1 sit Building Codes and Standards tBaro21 g Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papa sit fsy2o2l Composite Edge Fiberglass Single Door with 3&439:0 - idei"e(a1 QnswinglOutsNrg; X0. OX a OXO - .. - - _ " . - .. . m configurations) get Eg1EY$. 2,Li Bga QaL4.PdDg ln7W or j2ati PNte ! Bit 1� KIgL.41 2KI pffit Date Pmclw 2$4 28 mTtrrmTFiber-Classic and Sroodh-Star Namina188#3B88quotNon-impact8qoGlazed 12312 No Yes No WA SgY.rlg ioateEEnd-,A License V Mdated By )8ggald F&C Amrovd liQ.yBi $B! Endma& Jamaica Va9dateW ydiEdaa iBOQffiffi FBCAmrovat AgggYeg gleDn Mtl­_ Vadm Manufacturer ean.a enanoetuerw vdiaa.d la validated submitted Ftu AmravN Approved met - Composite Edge Fiberglass Double Door .0 Revision 2020 TAMKO Suldinp Products LLC K.m Ed. Robert Nieminem John W. KA-Ach, PE IOU412020 oa29rz92a 10AWO20 12MSM20 Apprared Re+Askn 2020 L V. Thompson. Inc. dDa Thompson Nchftecturd Tony Christman Zachary R. PrNat Steven M Uri PE 09n7f2orm orm182020 0S1222a2a 12/152020 Approved Reuiskn 2020 Floods Metal Products Inc. Clan Jones James L. BuckerRill Steven M. Union RE 01127/2020 ODrISQ020 10g42020 12/16M20 Approved 3SAII Sidi Q nvemg10u1ewng; OXXO Catcall. Rosins (417)624-8844 PE-59165 i954)772.6224 Musis Comminy(T1WC01 (813)248-34M PE-14021 f?i7)317.8456 Rooting CsbC CSUCK Enpnaamp (71?) 317-e454 configuration) "Catego . Urkerl aymeris kerrl_rsdegverMo.mm : Sty: Ro tony@panetaaadngmm g Rrwrnp that ere an ca* fl_ nmtr@amo-cues PEa1242 29 zc. Themes -Tier Flier -Classic and Snwo81-Star Nominal 65til 0 8gt4Non-Inpact8quot Glazed 12/3112022 No Yes No WA Compliance Mattock Evaluation Report tom a Subcategory: Roping Accessories that ere an "Cate Imul*I art tng SystAccessoem ime0al pan units Roping System Composite Edge Fiberglass Single Door with 3&#39;0 Siflelae(e) (Inawing/Outewng; XO, OX a OXO Flaky Replsamo Architect Ora Ueensed Florida Pan Rmfng system Method; Evaluation Repot form a configurations Professional Engineer C,mplFann Method: EveklBtlm Repa1 tome compliance Meth Flak. Regidered Architect ors Used Fiords FIMda Reglaterod Netmad a e Licensed Florida Fill Registered a Praessbnel Engineer 30 zd-Therml Fiber -Classic and Smooth -Star Nominal S& ;08quotNon-ImpactBhquet Glazed 12131 tm No Yea No N/A Praesslpntl Enprhee Composite Edge FiberglassDouble Door with Fustseaa2 Produis; 381 Sdeldes(Inswing/Outawing; OXXO 91YIIbLAaYlrasa. Amrovd for Us, AMgyW rn erg � g� configuration) Caa6ad Eastaaam Die Oukka HVN2 In diaay AaeraKy Rmrovdfe the Approved is Ilea j� 31 ze. Thermo-Tru Fiber -Classic and Smooth -Ur NomeMl 78#39;0&quotNon-Impad&quot; She ker 12131 f2022 No Yes No NIA sea" Product Model, Number Name PJoducL. n HsW3eoS i°J]asure Quality Assurance Amrowdfa Use Amrovd for the j A.aa Pro" MoeoL Number or Name Product Description fa,tLYh7. StM.MY ip,eswr• Series Composite Edge Glazed Fiberglass Single Door with a without 184,101 &delta(.) (InewngfOutewig; X, OX. XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FLf6259-R31 Cayde t:OSllYSC J2 2a 121'tIe DM Status BrK Version. Manufacturer Contact Engineer& Validated By Validated Submitted Pending. 812pfoyed Approved Revision 2020 POLYGLASS USA Maury Alpert, License John W IOt2612020 10222020 FBC 12115/2020 Category: Roofing S954233133GSmalpert@polyglass.corn Robert Nieminen Knezevich, PE AllRr4lt8l Subcategory: PE-59168 (954)772.6224 111 1/2020 UnderiaY ments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLif62MW31 Products yuaglyAsallrancs 8eproyligh use ((nrxoyedtoruse im= posim Sw# Product Model. Number or Name Produtt lleecrl I n Cataract Expiration Date Z Otaslda NVN2 JResistant Pressure 1 Polydass Roof Underlayments Rooingundrelayments IMI12022 No Yes NIA 4WA1422.5 1 Polydass Roof Undedaynn"(Hi Points" rod ureteral ents for use in FBC 12123/21= Yes No NIA WA HIl jurisdictions. 2 Polydass Roof Under4yments (non-tiVHA Pdyglass rod underiayments, for use in 12/231202'd No Yes WA -NiA1-B22b FBC non-HVHZ judsdicnan. 1 Polydass Roof Underfayments (HVHZ) Poyglass rod undenayments for use In FBC 12/23/2023 Yes No NIA N/A HVHZ judadkflas. 2 Polydass Root Undertayments(non+iVHZ) Poyglass rod undedayments, for use in 12232G23 No Yes NIA 4WA1-b22.5 FBC non-HVHZ)udsdictiois. 1 Polydass Roof Underkyments (HVHZ) Polydass roof underiayments for use In FSC1212312023 Yes No NIA WA HVHZ jurisdictions. 2 Polydass Roof Underra ments (non-HVtiZ) Polydass rod underlaym ants, for use in 12/23/2023 No Yes WA -WAI-622.5 FBC nora+iVHZ jurisdictions. 1 Polydass Roof Underlayments (HVIiZ) Poyalass roof unhderigyments for use In FBCI?l'2312023 Yes No WA NIA HVHZ j udedicrions 2 Polydass Roof Underlayments (non-HVHZ) Polydass rod undenaym ents, for use in 1212312023 No Yes WA 4WA1--622.5 FBC non-HVHZ jurisdiction. Florida Department of Business & Professional Regulation Bufldirg Codes and Standards Product Approval Application Detail Pape 1 .12 100=1 1 TAMKO Root Unclulayments (HVHZ) Rodunddaymamn for use In FSIC HVHZ 00292023 Yes No N/A WA Sao" Prntlaxs Mpdat. Nrmbr a Nama Product Dugmiun Contract P_zoHlon Data )Q,j� gyg i geyjetant Pr }gig 3 3- FLAMC0 &quoa:RV 10 Ridge Venturi Aluminum Ridge Vents for pitied roofs febrotted 12/312024 No Yes No WA jurisdiction.. 1 TAMCO FIa Tpp01PPoh7ps Vet with Be a a for T1. 26 OIL 92UC roalvealater e4lh bafne 09A9/2026 Yes Yes WA III from 0.025'Auminum 2 TAMKO Rod Underbymentv(NON-Hi Roaf.rcedeynnants feu.. In FSC non-HVIQ 0629201 No Yes NJA Nil 2 TAMCO Gooseneck Vea 2690. O$W2026 No Yea I +%52S jleisdiotims. 3 TAMCO Off -lithe Rod Vent Iamb Bede 26pe.tell. roolvmHlator orlon lnlegrated bloc 09AB2026 Yes Yes NfA WA 4 TAMCO Round Tap OIFRdad Vent with Barb fa Tile 26 ga. stall. rmfventelor aitll bathe OM2026 Yes Yes WA WA Florida Department of Business & Professional Regulation Pegs I al Florida Department of Business & Professional Regulation pave 1 d5 Florida Department of Busineare & Professional Regulation Peg. 1 BLilding Codes and Standards 11712til Building codes and Standards w29z/ Building Codes and Standards .11 /252022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Braya - - 20 ➢ t Deb P1nd. raft Coda EmIN or pate � Date Data Pending Date 20 - - - - - - - _. .: . . Sal or .. - - .. goer - pier Date Pandm Jgee zm ygrsiop slararrectureir Contact Erxgnm & Userous VML%sedfar V*ddd mdtuw EBCAopmvd Acal rig y"- Manufaeturw Centel Validatedifv Validated sfig FSQAmmv.t Approved aWl& Ia Version Manufacture Contact Engineer a License Validated By V Submide4 FBC Approval Approed skis Rerisron 2020 Lomancp Kill Jolley James L Buckner, P.E. Stevan M, Uriclh, PE 11232020 1123Q020 1129/2020 drill FBC Appr• RSNsion 2020 Baal Roofmg Anderson Rabin IAPMO Uniform Evskaten Gary W. Walker 11A32020 11I022g20 11A5/1020 Tppreved Revision 2020 Gbbel Protection Products, LLC. Tim Robinson Walter A. Tilt Jr, P.E. John W. Knezevldl, PE 09/082020 09(082020 10fo112Cf20 1211512020 Approved Category: Roping (SD1)943.6163 PE-31242 917)31T-8454 cet.pay: Reding (801)380.60g1 Serwas LLC. (2053 95a-0160 Category: Shutlers (954) 869-7546 PE-44167 (954) 772-(9224 S xhC magall Roofing Ace.asorm that we an kitlley@lOmatrn.com eubCatagory: Roofing ales RdNnAndnm@bael.Co Subcategory Slam Pamela em.mbinaonapppnant.mm imagine Pen ofthe Roofing System compliarws Method: Evaluation Report from a In Compliance Method: Evaluation Report from Compliance Maenad: Evdaation Resod fan a Product Ealuetion Entay, Fiords Registered Arch tea or a Licensed Florida Florida Registered Architect a a Licensed Florida professional Engineer Prd4esiona Engineer FLOMSM2 Pldutft PI4172pL4N1 Proat,ls Quality Assurance AMOM fa the Approved for use ID]!?at1. l� f(iEftr'OTB=Ra.Pladucis ANA 6,t MdL leasbar or Nunn Product Deserted- Contract Expiration Data an HVHZ Refilistand Qualdv Assurance Approved for use Approved ter Uae OuallrvAesureace Amrewdto Uae Approved for Uw IID� � 1s ♦army- Sitake, Slate, Country age. Sol Old English Flat Prd"k Co 12MU2020 No Yeses NfA WAS 5 e Product Model, Number or Name Prod not Description Contract F_%Olradon Date in HVHZ Outside Hi R� P�gm ABL9 Product Moen. samba or Nams, Contract Emir&im Dale )p,MM Outside,Ml Rossi prefab 1T Thatch seat. Impact Seaony SM- Sete. Shake 4,kpi Sits Skids Flat Preab-&ecktm. CA 12/31/2020 No Vet NIA WA 1 20 Gage Galvanized Steel Storm ParnelsAHVHZ Corrugated Gahanized Steel Sbmn Panels retained 12/312072 Yea Yes Yea NA t Deck-Airl DA-4 or TRI-Built Deck-Nr DA-4 °Itached t"• Loe�Profile,P Rhsstic, Rod Vei 12M02025 No Yes No-97.51-97.5 or not by tracks to provide hurricane protection. Mecnenicey AbaChd M Phvmd Deck. iB. Serony Shake 4emp: Said Shake Fret Profits- Rioto, CA 12f312020 Na Ves N/A WA 2 24 Gage Galvanized Steel Storm PanekMHYtii Corrugated Galvanized Steel Saone Panels retained 12/3lt21Y22 No Yea Yea NIA 1S 700-stele, . Sacmy 700-9heks, Bata &amp: Sp10 Shake Fit Proale- Stockton, CA 1213M2020 No Yes N/A WA or not by tradds to provide hurricane protection. 20 27 Sarmy 7.0 -&hake, SM. &amP. SPd sh.he Takes Espana I lie cabins Fiat Preen- Ratio. CA 17/312020 High Prole- Katy, TX 12MI/2020 No No Y­ Yes MIA NfA WA NIA 28 V/ll. Les Prone - Katy. rX 12131=20 No Y.. NIA WA Florida Department of Business & Professional Regulation paps I of 1 Building Codes and Standards 125/2022 Product Approval Application Detail Sa4114 Entatyw v 2a 22k Date Pending 2m Type Vital Manufacturer contact Engineer a Ucemor Validated ev Validated BubMtftd FBC Aoprousl Approved statue Revision 2020 All American Shutters and Glass Mkee Barbiei Frank L. Bernardo, RE Troy Bishop, P.E. 10/28/2020 101152020 1110512020 1211512020 Approved Category: Shutters (561) 712.9862 PE-0046549 (954) 947-0880 subc~rf. Storm Panels mikebil;Iallamerkanshutte Compliance Method: Eveluation Report from a recom Florida Registered Architectors Licensed Florida Profeawortal Engineer FLM1:7a884t8 Products Saw 0 Product Modal. Number Or Nome QuaiW Aaeumnm Approvedfor flea Awfowd ror Ua6 Product Description Contract Expiration Data in HVHZ Outside HVHZ jg)gact Ranieri Desi9II Pressure 1 249a Galvanized Steel Storm Panels 2490 GaNamited Steel Storm Panels 12(312022 Yea Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 5nv311 926 EfdbL 4L am ibis Date Pendm )fit Ell BYa ➢Ina Dan Pendm gat AM y9Lejg0 jaimushggi[= contact Validated all ydww )y g FBC Amrovd A,,,n d Btu Mail Version Meufacturer contact Etminw a Ucena Ydidad a yehgMe4 Submitted PBC Anatol Approved ✓ ors Reviddt 2020 MRek Inc. Erin Ywakkn ICC Evdu odor 9anice, LI.0 ICG Evtluation Service, i 2 Den 7(202 08n02o 1 o8/t21202t A.ppr ued Rawson 2020 W rheeuser eye Reb Baldwin IOC Eduneon Sal LLC ten Lehrer. P.E. 07922021 loin 3=20 02/0.1 Approved Cdepory: Strudaal Components (952)896.6635 LLC. Category: Structural Components (253)924.6479 1508)e32-3288 Truss Posies complia anal h@mli.com f 2051599ABD0 Subcategory: Enpheered Lumber Roped2oldv.4n@wayerha ice Method; Evaluation Report from a Camplianple Meend: Evaluation Report ban e euad.rzm Product Pradud Evaluation EniPy Eva E Pja"527-R11 Product Evaluation Entry Produce PL.M/e74tapr.drda pumice Assaaw Aoorovd for use Approved for We [now 1 AharroVdr Use Acker end for Use U" ROM !ea A Product Model tamrba or Nvre Product In "i Qygg tS art §M$ PrpdK1 YodL Nunha a Name Product Desenorti n Canted Extlnaim DMe In HVHZ Gdsld HVHZ Resistant Pressure 1 MieAHS 18 ere. high strength truer connector plate 12/312022 Yes Yee NIA NIA 1 htcrdam LVL Lentrul l V.- dumber g3/312023 No Yes NIA NIA 2 M186HS 18 ga, super high5sengih take connedor plate t 2tJ112022 Yes Yes N/A WA 2 Pantheon PSL Pnraaet Spend Lumber 03/31201 No Yes NIA NJA 3 MI 16 16 ga. fuse connector plate 12/312022 Yes Yes NfA WA 3 mmberShend LSL Lerranded Stand Lumber 03131=3 No Yes NIA WA 4 UT18HS I8 ga. high sbwgth I— connector plate / 2J31/2022 Yes Yes NIA Ni 4 TJ Pom Sol Sti red Composite Lunber a Oriented S(mnd 03f312023 No Yas NfA NIA 5 MT20HS 20 ge high strength buss donneda date 12131,2022 Yes Yes NJA WA 5 Weyerhaeuser Rm Spend board Pom Scam Oriented Strand board Rm Soil 03131=3 No vs. NIA WA B TLr B. M718 lag. irua, conneote plates 171312022 Yes Ye9 MIA WA . TL20. MT20 20 gL trsse Connecter (dates 12J3lr2022 Yes Yes NIA WA Florida Department of Business & Professional Regulation P.2.1 orl Florida Department of Business & Professional Regulation papal at Building Codes and Standards 117fi12/ Building Codes and Standards w1 pal Product Approval Application Detail Product Approval Application Detail sell Ssih Ewty or 099 111, 23e B:e BEt.P3Iltlm Bile Diftypr an Bee Da. Pension lute mm Vorkon Mama a,- Conrffi Ennm- LU-,yalkssd Ifs ydidm sl goo FBC Amraval Aga ,,d afabM ]yga Version Manufacturw CSC OLe yaima d 6r xguum ILUCAN FBC Ammwal A,,r v a Innisa Rawskxt 2020 Alpha Stuart Lewis ICC EvdU stion Stance. LLC Will- M. Renled. PE tOr31/2020 I a22/2020 11A512020 11/05IM20 Approved Rewakm 2020 Conme dal Concrete Productil Robert are SamJel A G-riberg John Ho/ 12/1e2020 12n82020 12292020 sing FBC Aopr. Category: Structural Component. (321)710.3377 (407)801.7817 category: Strudad Components till 3)6593707 PE-34245 (352)5U-5311 SubCaaril Truss Plates com aullCal brill Produce larodllcod as a Result of precasiguor@yahoo.axn Compliance Method: Evaluation Report horn a Now Tirchndaay Product Evaluation Entity compliance Method: Evaluation Report from a Flodda Registered Architect ore U-sed Flodda FLOIOIMPIodtctg - Prdeaionsl Engineer at" Prodca Modal Nurbe or Nunn Q"ky Asaaaree Product Ishecirlecon Comas Extlrelm Dare Amrnaeo for Use Amrovd In NVXZ for use O(aMrM NVNZ Indoor godstm poolon EBsYSe elaln4.01, Pro,auln t nW 8CG1AIplrro Hg1ur Strength (H &amp; S) Mod co meda Plata 121 2024 Yes Yee NIA WA Amrovd ter the Amrawd for usa lemsed Doom 2 ITW BCG/Apina Are. Plate Mdei Connector Plate i V3/2024 Y. Yee N/A WA §erg& Product Mods. Number or Name Product De.enpdm Coral Expiration Day In NWIZ Outside tMIZ fissure 3 nW SCG/Apiny Trubr Metal Connector Plea 12(312024 Yaa Yea NIA WA 1 Quality Precast or Commercial Concede Products Recast and Prestressed Concrete Unteb 05126=24 No Yea NIA NJA 4 nW SCG/Alpme Wave Mad Connector Poet. 12/312024 Yes Yea NfA WA Florida Department of Business & Professional Regulation P.a.1 sit Florida Deparbnerlt of Business & Professional Regulation Page 1 112 Building Codes and Standards IFIM21 Building Codes and Standards ar929z1 Product Approval Application Detall Product Approval Application Detail _. Code et�t or Dr. Dee base Pending bass or pier Dal. Pending laai YmIgD l controlEr sir es aeras a. validated w Valuatedffi FBC Alumni Asa ,d ama ZUNI Males contact 8 Lbenae Vdidnd av a�alffi k4�Jigffi FBC Agaavd APgmssil sa61Y Revision 2020 CAST-CRETEU LLC S4 Cn PaaMo Mpm40ade BCCO- ER Nbae-dud SCCO- 4 C C 11202020 /0127/2020 112702D20 Approved Aalmldbn 2020 Alpha Nurclnum, Inc. Jose Si Luis R. Lomas BleVpt M. Uflch. PE 1111G2020 11n 6/C/20 1120rz020 Approved category: Soul Conscommts (813)621-4641 (TM 315-2590 Pend Welk l,40T7 Son-ZCpB PE-62514 (717) 311-e054 tabCategory: Produce Introduced as a Result d opednohooastaete.com Subcategory: Soots r Sonsel Nnvnnchgy.ho New. Technology w 11 Compllace YaedAr Evaluation Ripon tans open o.wen eormplbnes Method: Certillewm Men a Uatitg Florid. PegMered NehHett or a Llemad Flake Professional Engineer It" Product Model Nubs or Name t Product Deacrhaon Canned exdratlon cap AlliggglogjgLUM Asgard In M"Z Outside for use XVHZ It4WSI9ac Imp gay® )}came FLIP16644413 Products High9rength Concrete Less 4. G. 8. and 12111oh gold trials 0321 /2022 Yes Yea WA WA Prod,d Mold. Number or Name OudW AsasNtce Product Description Coe= Etrairatlon Data Approved for Use Aunroyad for Use l6Ni (hashes HYHZ )� Rumecut began P-, 1 Alpha Aluminum Sold&amo Vented Auminum Sol Alpha Auminum add&amp; Vtoted Ad-num 07(3of2o23 No Yae No NIA CMU &amp; Wood Spfill CWU &amp; Wood March 15, 2022 .+_0 N N cn -CD Q 0 CU Cn O O O Q O W O E U_ O • n Cn`tea O 1E ccno -0 k 10- C/) •Q•• N N C7 N Cn ti O cm �x a a O U_ tJ -r- c7 Y S- 1 v L]) fi17 _ C < � C y 3 U }, LO W cn OD E �e Z to co 0 L_ cL CL L� U 0 L� Cl) U co m =:3 Q o LCO W G Q ^' W Z J Z Q I..L SHEET N0, PA 1.1 O L U O son Strong -Tie 2020 FBC Approved Products Updated 12f3020Z0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12730/2020 �Simpson� Stron -Tie 2020 FBC Approved Products Updated 1260/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated,2f30202QSim C Q O O For OYfedt links to 81133T approvals YStetl Delay CLICK HERE For direct nit t all SSTs rovals listed below. CLICK HERE inks 0 PP t CLICK � For direct Inks o all S3T appfwals A#eta bNay.. CLI HERE. r � For erect inks 0 all SST approvals Istetl belay: CLICK HERE � f1 Ll . For addltlonal information regarding Florida's Statewide Product Approval System and Marl -Dade County Notice of Acceptance (NOA), CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Mari -Dade County Notice of Acceptance (NCA), CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA), CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NCA), CLICK HERE. _ U Cl) FLN2355-R7 FL#10446-R6 FL#10436-RS 11 HUS: HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8" to 3• =3 c W6" and heights ranging from 4.51161c, 11" Concealed flange U §gaj Product Model. Number or Name Product Description f Product Model. Number or Name Product Description Sea M Product Model. Number or Name Product Description version (HUSC) available for models having w4dth equal TO or O O "L 1 Titen Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titen skinless steel masonry screw 1 A21. A23, A33, A34 A35, A44 Angles 9 1 BT, BTB, 8TH Brick Ties greater than 3-9116" S_ 0 O 2 APA21. APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMS714, CMSTCI8 Coiled Straps 12 US series hangers Face -mount hangers available in widths ranging from 1.718" to 3- QQ 3 APB44.. APB44R, APVB66, APB66R, APB88, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16, CS18, CS20, CS22 Coiled Straps 51'8" and heights ranging from 9-1/4" to 16' O _ FL#9589-R8 APVB44R, APVB66. APVB66R, APV888, APV088R, APV01D10, APV8101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers Co O to - (Z 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionfrension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (Q O eta x Product Model. Number or Name Product Description APVDJ72R-S 6 DSP, SSP, TSP Stud to Plate be 15 LUC26Z, LUC2102 Face -mount hangers ,� Q 1 SDI 0112DOB Outdoor Accents Connector Screw 5 APHH45, APHH4SR, APHH610. APHH61OR Outdoor Accents Heavy Hanger 7 H7, H10A, H2.5A, H3, H6, H7Z, His. H16S, H16-2, H 16-2S Hurricane Ties 15 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- to L 2 SD9112. SD9212, SDI 0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APTS, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15/16' (n O i.Z 3 SD9112SS, SD9212SS Strong -Dane SD Connector SS Screw 7 APLH24, APLH24R. APL-126, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers ([j -Y/-+ 0- 4 SDCF22434 SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014 Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2-2-SDS3, HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ths ranging from 1.9/16" to 5- V) Q SDCF221134, SDCF221334.. SDCF271958. SDCF272358 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2 HST3, HST5 HST6 Straight Straps 1/8" and heights ranging from 6-15/16"to 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22658, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS76, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI 6KTZ. HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 39f16' and heights ranging from 3-1 M 6'to 13-314" 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SIDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12.. LSTA15, LSTA18, LSTA21 LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; only acute flange is concealed, 8 SDS25112SS, SDS252DOSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF272C, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A•2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16. LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.518" 10 11.114", 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#1 0(X7-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36-. MSTA49 Straight Straps FL#10667-R6 20 1_30, L50, L70, L90 Angles 22 MSTC28. MSTC40, MSTC52.. MSTC66, MSTC78 Straight Straps 1=1 Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48133, MSTC68133 Pre -Bent Straps Sea X Product Model. Number or Name Product Description 1 ATR316, ATR11Z ATR5/$ ATR314 Threaded Rods 22 LS30.. LS5O, LS70, LS90 Skewable Angles 24 MST126, MSTI36, MST148. MSTISO, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16' to 7- 2 ATUD5; ATUDS-2, A7UD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, M7S16, MTS18, MTS20; MTS24C, MTS30, MTS30C Medium Twist Strap 1)8" and heights ranging from 7-1/8" to 30'. 3 BP318-2, BP1/2, BPI/2-3, BP5/8-2, BP5/8-3. BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ25LZ, LSSJ26RZ. LSSJ28LZ. LSSJ28RZ, LSSJ2101Z, LSSJ210RZ Fii Adjustable Jack Hanger 26 NCA2x10-12, NCA2xl2-12, NCA2x8-16, NCA2x10-16, N1CA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318 CNW7l2 CNW518, CNW314, CNW5/8-1/2, CNW3/4-518 Coupler Nuts 25 LSSR1 81, LSSR2 1, LSSR2 37, LSSR2 56 LSSR210-2, LSSR410 Field Adjustable Slopeable/Ske,v able Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUDW. CTUD75. CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 25 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in vidthe ranging from 1-1/2" to 3- CTUD98, CTUD99 27 ML23Z, ML242, ML28Z, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Doom 30 SP1, SP2, SP4.. SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in vddths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5. RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 548" and heights ranging from 9-114" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLUi39, MMLU1311 Face -Mount Hangers 32 SS1,5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW3B Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-1/2". 10 URS3 3/8" Uplift Rod Run Todewn System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30, TB36, TS42, T84B, TB54, TB56. T85D Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TW310, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-1 f4" to 37' 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC. STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown r GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W6108, WB108C, WB126, WB126C; W8143C Wall Bracing and heights ranging from 8-1/2" to 28"- 36 ZZ Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11" to 32'. FL410441-116 FLM0531-115 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30" 'it" Product Model. Number or Name Product Description sea to Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down Sea If Product Model. Number or Name Product Description 1 CBH2 37x5 5, CBH2 37x7 $3. C13H2.37x9.75 Concealed hangers and heights ranging from 10-117'to 28". 2 HDC10/4, HOC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HD08, HH1)Q11, HHOO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16'to 3-9116" and heights 7/8" and heights ranging from 7-112" to 32', 4 HDU2, HOU4, HDU5, H01-18, HDU11, HOU14 Hold-down 3 GBC Gable Brace Connector ranging from9.118" to 23.15116". 12 HGLTV series hangers Top flange hangers available in vddths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCPT81, HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SDS, HGU5.25•SDS, HGU5.50-SOS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers US" and heights ranging from 14" to 33" 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC4/1.81, HHRC44, HHRC5. 25/3.25, HHRC5 37f3 12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-51161c, 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9116" and heights ranging from 18" to 26' 8 MPA132, MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5b/16" tc 12-7/8". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1 18-to 9 PA18, PA23, PA28, PA35 PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5 50-SDS HHGU5.62-SDS. HHGU7 00SDS, HHGU7 25-SDS, Face mount hangers 3-9116" and heights ranging from 5-3/8" to 13-1Z' 10 PAI18, PAI23., PAI28, PA135 Strap -style purlin anchor 8 LSU26, LSSU28 LSSU210 Light Slopeable/Skewebie U Hanger HHGU9.00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in wRdths ranging from 1-9116" to 5- 11 STHD10, STHDI0RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2 HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7115" to 15" Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24 TC26. TC28 Truss Clip HHUS7.25110 version (H UCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC. HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16", THAC422. THA426 THA422-2, THA426-2 11i3" to 5-118" and heights ranging from 4-314" to 15-314"- 16 HWP series hangers Top flange hangers available in vwdths ranging from 1 -9116" to 7- 12 THAI1 81/22, THAl2.06/22, THAI2 1122. THA1222, THAI322, THA13522. THAI422 Adjustable Truss Hanger Sized for Wrists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.3/8" to 28". 13 THAL422, THAR422 Skevved Truss Hanger double 2X and 4X models, only acute flange is concealed 17 HWPH sires hangers Top flange hangers available in widths ranging from 1-9116'to 7- 14 THJA26, LTHJA26, LTHMA MuMpie Truss Hangers 8 HTU26. HTU28, HTU210, HTU25-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.318" to 32' 15 THJM2-4-SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116'to 3- N 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-718" to 19.114"_ Concealed flange 5f8" and heights ranging from 9-1/8" to 16'. O 17 VPA2, VPA25. VPA3, VPA35, VPA4 Variable Pitch Connectors version (H JC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9li6"and heights N C> 18 VTCR Valle Truss Clip Y greater than 2-9116" ranging from 5-3/8" to 7.1/4" 10 HUCO1.81/9S0S, HUC01 81/11-SDS. HUCQ210.2-SDS, HUCO210-3 SDS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-g/16" and heights f=) (� SDS,HUC0410-SDS, HUCQ412-SDS, HUCQ52"-SDS, HUCQ525111SDS, HUCQ610- ranging from 9-3/16'to13-118" M X SDS, HUCQ612-SDS Q -C ) L S J � C J `' '� L J - -1 a _ n ? > W rvi � Q Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 FT-MT*M Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f02020 .� i- o O ®For direct Inks to all SST approvals Wed beimy, CLICK HERE. _ For direct Inks to all SST approvals listed below, CLICK HERE --- , „.. Fa direct Inks to all SST approvals Wed below, CLICK HERE ® For direct Inks to all SST approvals listed below, CLICK HERE. - -� 1 U ',0 For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NCA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Marn-0ade County Notice of Acceptance (NOA), fjj HFRr. - - i ¢ IJ UJ 21 LB series hangers Top flange hangers available in width of 1-9/16' and heights FL#11468-R5 18 S1LBV1.56F S/LBV1.81, S/LBV2.06, S/LBV2.37, S1LBV2.56, S1LBV2.68, SILBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-10'. S/LBV3.56, S/LBV3.62, S/LBV4 06, S/LBV4 12, S/LBV4.28, SILBV4.75, SILBV5.50 6 Strong -Bolt 2 (ST132, STB2.4SS, STB2-6SS) Strong -Both 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Product Model. Number or Name Product Description 19 SILTT20, SIDTT2Z. S/HT714, HTT4, HTT5 Holdowns; steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13-1/8" 1 HHUS210-3; HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (rHD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3. LEGS, LEG7 series hangers Top flange hangers available in wwdhs ranging from 3-1/4" to 6- 2 HRS6, HRS8. HRS12 Strap Ties 21 SP4. SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 315 7M" and heights ranging from 9" to 33-I 2' 3 HUCO210-2-SDS, HUCO210-3-SDS, HUCQ310-SOS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel; or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THG63, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2' 5 THG02-SDS3, THGQ3-SDS4 5, 7HGQH2-SDS3, THGOH3-SDS4 5, THGQH4-SDS6 Joist Hanger 24 T13022 Truss Brace Diagonal 8 Titen HD Rod Coupler (THO37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9115" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37156RH, THD37212RH.. Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-1/4" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116' and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-118" FL#11473R5 FL#13904-RS (D 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- &2" Product Model. Number or Name Product Description Sea X Product Model. Number or Name Product Description FL#16230-RO 118" and heights ranging 9-1/4'to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM362-SDSG, Masonry Per Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 82-SDSG CCTQM5.50-SDSG, CCCOM3.62-SDSG, CCCQM462-SDSG, Sea # Product Model. Num ber or Name Product Descrptian 3 H16, H1BS, H16-2. H16-2S Hurricane Tie CCCQM5.50-S1)SG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HIETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3 62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HEfAL15, HETAL2C Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOM�,5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea S Produd rMfto Number or Name ProductDescription 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5 50G-KT 4 Strong -Bolt 2 (STB2) Strong-Boh 2 Wedge Anchor for masonry /P'_�_�0 1 ABA44 ABA44R, ABA46, ABA46R. ABA66. ABA66R Adjustable Post Base 7 HHETA16. HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 M5 HGU. 25.. HGUM550, HGUM7.00M9 , HGUM7 25, HGU00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Then 2 Screw Anchor for Concrete � W 2 ABU44, ABU44R, ABU46 ASU46R, ABU5.5 ABU5-6 ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4-SDS3 Girder Tiedowm 4 LGUM26.2, LGUM26-3, LGUM26.4, LGUM28.2, LGUM2" LGUM28-4, LGUM210.2. Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS6SS) Titen HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABLJ1010. ABU101OR. ASU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48. LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABW56RZ. ASW7-7 Adjustable Post Base 10 META12, META16, META18. MEfA20, MSTA24, META40 Embedded Truss Anchor 5 MBHA3.12/925, MBHA3.12111 25. MBHA3.56f725, MBHA3 56/9.25, MBHA35611 t 25, Masonry Top Flange Beam Hangers countersunk head 4 AC4, AC4R, ACE4, ACB, AC8R, ACES Post Ca P 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3-56111.88. MBHA3 56114, MBHA3.56116, MBHA3.56118, MBHA5.50f7. 25, 7 Titan Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, SC6, BC6R. BC8. BCS2-2/4.. BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50111 25, MBHA5-5C/11.88, MBHA5.50/14, MBHA5.50/15, 6 C844, C1346, C648, CB68, CB68 Embedded Column Base MBHA5.50/18 CIO 7 CBSQ44-SDS2. CBSO46-SOS2. CBSQ66-SDS2. CBS086-SDS2, CBSOWS052 Embedded Column Base 6 MBHU3.56/9.25, MI3HU3.56/11.25, MBHU3.56/11.88, MBHU3.56/14, MBHU3.56/16, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.114" to 9-1/2" and FL#11496-R5 MBHU3.56118, MBHU5.5019 25, MBHU5. 50111 .25. MBHU5.60111.88 MBHU560114, W2 ranging from 3.518" to 7-112" MBHU5 50116, MSHU5.50/18 Sea X Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2 5 Series Screwed column caps with W1 ranging from 3-1 /4" to 9.117' and Sea f1 Product Model. Number or Name Product Description 1 X3491018.5K, X1S1016, XI B1018.4 XQ1S1016, XQ1 B1016-4K K 410-16 Strong -Drive X Metal Self -Drilling, Tapping 9 9. Screws with #3 VV2 ranging from 38/8" to 7-112" 1 DTT1 Z Deck Tension Tie Drill Point r1 10 CPT44Z. CPT66Z, CFT88Z Concealed Post Tie Base 2 3 HD12. HD19 HD3B. HD5B, HD7B. HD98 Bolted Holdowns Bolted Holdowns FL#13975-R6 2 XL01I4T1224, XLQ11461224.2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling. Tapping ^i• 11 EPB44A, EPB44. EPB46, EPBW Embedded Post Base Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EP84Z Embedded Post Base 4 HTT4, HTT5, HTT5-3/4 Tension Ties Seq 9 Product Model. Num bar or Name Product Description 3 XM0114S1224, XMQ114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT208, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458. SDW22500, SDW2260C. SOW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex ` 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 X0114S1224. XQ114B1224-2,5K X114S1224, XQ112S1224 XQ112B1224-2K #12-24 Strong -Dove X Metal Self -Drilling, Tapping Screvvs with #5 15 MFB44Z, MP666Z, MPB88Z Moment Post Base 2 SDVVC15450, SDVVC15600 Strong -Drive SDWC TRUSS Screw Drill Point V 16 PB44, PB44R, PB46, PB66, P866R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH1Q400DB, SDWH19600DB, SDWH19800DB.. SDWH19I000DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34SI016, XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base Sea # Product Model. Number Name Product Descrption 4 SDWH274000. SDWH278DOG, SDWH278i0DG, SDVVH271000G, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base or 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-16, PC46-16, PC48-16. PC64-16, P086-16. EPC44-16 EPC46-16, EPC48-18, Post Cap 1 SB5/8x24, SB7/8x24, SB1x30 SB Anchor Botts 6 SDWS19600, SDWS1971Z SDWS22400,SDWS22500, SDWS22512, SDWS22600. Strong -Drive SDWS TIMBER Screw (Interior Grade) O EPC84-18, EPCBB-16 2 SSTB16. SST620, SSTB24, SSTB28, SST634, SSTB36. SST616L, SSTB20L, SSTB24L, SSTB Anchor Botts SDWS22800, SOWS22900, SDVVS221000, SDWS221100; SDWS221200; SOWS221500 FL#35UO-RO L 2D PC4Z. PC4RZ; PCSZ, PCBRZ, PC8Z, PCBRZ EPC4Z, EPC4RZ, EPC8Z, EPCBRZ. EPC8Z, Post Cap SSTB28L 7 SDWS2230OD0, SDWS2240OD6, SDVVS225CODB- SOWS2260i7D8, SDWS22800DB, Strong -Drive SDWS TIMBER Screw (Exterior G rade) EPCBRZ SDWS221000DB §2gl Product Model. Number or Name Product Description L�L� 21 PPB44-4Z. PPS"-BZ Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw I DSSCB43.5. DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector A 1 (D 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS276DOSS, SDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FC847.5, FCB49 5, FCB411.5 Bypass Framing Fixed -Clip Connector SDVVS271000SS, SDWS27120OSS 3 FPHSD34S1016, FPHSD3481016, FPHSD34B1018-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- s Product ProduModel, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214. FPHSD34B1214-5K Drilling, Tapping Screws U) FL#10866 RS 1 CMST72, CMST14, CMSTCI6, CS14, CS16, CS18; CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC225, LSFC4 25, LSFC6.25, SFC2.25, SFC4 25. SFC6.25 Steel Framing Connector 2 HRS6. HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24, FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4. 25. SSC6.25. MSSC2.25, MSSC4 25. MSSC625. Steel Stud Connectors gee # I Product Model. Number or Name FJA, FSA Produd Disc rlptlon Foundation Anchor 3 MSTI4S, MSTI60, MSTI72, SlMST27, S/MST37, 5lMST48 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twat Straps FL#15363-R3 6 MSSC4.25KW, MSSC6 25KW RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.5S Rigid Knee Watl Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI49. LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43 5, SC645.5, SCS47 5, SCS49 5, SCS411.5, MSCB45.5, MSCB47 5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6. GH66-8, GH68-6, GH68- 8, GH610-6, GHB10-8 Girder Hanger 5 6 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 LSUBH325, SUBH3 23. MSUBH3.25 Straps 33 mil (20 ga) Bridging Connector Sea 1 Product Model, Number or Name AS 18, AS 18S5; AS 1 SSB Product Description 1S ga. Truss Plates 8 9 SCS32-5197, SCS62-5/971 SCS52-51118. SCS82-5/118 SCW3.25, SCW5.5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 1 4 GLB5A, GLB5B. GLB5C, GLB50, GLB7A, GLB7B, GLB7C. GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 OLS7512, GBLTSI2, GLBT516, GBLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS1S, LTS20 Light Tvvist Straps 3 AS-20 20 ga Truss Plate 11 SSB3 518 Bypass Framing Slide -Clip Strut Connector L 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 11 MSTA36, ST6215, ST5224, ST9, ST12, ST18. ST22, MSTC28, MSTC40. MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O (v 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedowm 10 MS7C66, MSTC78; ST8238 Straps 68 mil (14 ga) Screws LLJ 8 UFP10-SDS3 Universal Foundation Plate II MTS12, MTS18, MTS18 MTS20 MTS30, MTS24C, M7S30C Medium Twist Straps 13 XQ1S1016, XO1 B1016-4K, XQIS1214 X01131214-3 SK, XQ78S1224, X07BB1224-3K, #10-16 412-14 and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S1131.56, SB1.81, SIB2.06, S1B2.37, S/82.56, EVB2.66, SIB3.12, S433,56, S1B3.62, S/B4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224 X011481224-2.SK. X0112S1224, XQ112B1224-2K, X3461016-5K, Tapping Screws Q S164.12, SIB4.28, S164.75, S/B5,50 X1S1016, X161016-4K, X1S1214. X1B1214-3 5K 13 SIBA2,1218, S/BA2.12/10, S/BA2.12fl2, S/BA2.12/14, SIBA4.18/8. SIBA4.18/10, Top Flange Joist Hangers Product Model. Number or Name Product Description Z J SBA4.18/12, SIBA4.18/14 1 ET -HP Adhesive Anchor for concrete 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDIPS, GW.50.. GW-75, OW-100, GTH Gas -actuated fasteners and assemblies Z 15 S/HD8S, 8/1-1088, S/HDIOS, S/HD10B, SIHDI5S, SIHDI5B Holdowns 3 PDPA, PDPA-K, POPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies Q 16 SIHDU4, S1HDU6, SIHDU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -1 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete d SHEET NO. March 15, 2022 PA 1.2 MIAMI•DWaE DARE coUNW PGT Industries, Inc. PGT lndnstries, Inc. cn cu � U � 2 aPRODUCT CONTROL SECTION PGT Industries, Inc. (D COD -co 2 11905 sw 26 sweet. Room MNOTICE C)F ACCEPT.A�TCE: E�ZDE�iCE SUBt'4ilT TED r'OTICE flF ACCEPT A'gCE; ETr-IDE�TCE S[�B�I1TTFiD DEFARi"MENTOF riEt�]'L4TORYAPtDECOt.MT00rtIC ln'.ESOLTRCE54�) Mgt. Flsnida 33u7i 2;7$ t3onaDarrD ccmE ADMI1�YiSTRATiOthSD1T Der r (7"3 15-2590 F t7+} 315-2549 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY?1SSL?kkNCE �--' N N � NOTICE OF ACCEPTANCE (-NOA) www.niansidade.t.vrKonotav 1. Evidence submitted under previous NOA p A. DRAW CGS 1 _ Manufactu er s die drawings and sections. B. TESTS (continued) 5- Test report on 1) Air Inf&ration Test, per FBC, TAS 202-94 I. Miami Davie Department of Regulatory and Economic Resotures (RER).. � a c N (D-0 UO -a � 0 Q 0 PGT Industries, Inc. 1070 Tecbndo&v Drive, North Venice, FL 342;°5 (Submitted tinder ?1'Cl4 : �'o.11-0107 04) 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 E. 3LITERLAL CERTIFICATIUNiS C: SCOPE- 2. Drawing No. M#D-SS70.0, titled - Vinyl Sliding Glass Door NOAW-, sheets 1 3) WaterResistance Test, per FBC, TAS 202-94. 1 _ Notice of Acceptance No.1.."528.14 issued to Vision Extnwion Limited for their � = -0 ThisN©A is.besagisssued under the appiicablerutes andregu,Fatsoms governing the use of cotastructionmaterials. The through 21 of 21, prepared by manufacturer, dated 104)545. with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 "Mike Rigid PVC Exterior ETtrllsions for Windows and Doors". dated 08,4345. _ _) � M 0 O documentationsubmitted hasteenier iewed and accepted byMiami-Dtide CcxrutyRER -Product Control Seetionto 04105iI7, signed and sealed by A. Lynn Miller- P E. 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 expiring on 09/ 0119. 1 Notice Acceptance No.16-0920.09 issued to Vision Extrusion Limited fortheir ­VE U) D L Q.. O be used in hTamiDade County and other areas where allowed by the Authority Having Iurisdiction (AHJ)_ 6) Forced Entry Test, per FBC, TAS 202-94 of � � M � This.NOA shall matte valid. after the expiration date sued below -The Afiasui Dade County Product Control Seetiast B. TESTS along with marked -up drawings and installation diagram of Vinyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (ilien-�1 hibe) Rigid PVC Exterior Extrusions for �— .� U) Q (In i►Tami Dade County) andlorthe AM (in areas other thanMiami Dade County) reserve the right to have this 1_ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-04 by Fenestration Testing Lab. Inc., Test Report No. FTL M49, dated 11,M5, signed and Windows and Doors". dated 12108116. ocpiring on 12129.21_ product or mAenal tested far quality assurannceputposes_ If this product or material fails to perf`oim in the accepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idal mns Ortega, P. E_ (Test report revised on 121044 5 and 0211146) 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited fortheir "Brown manner, the manufacturer will incurtheexpense of such testing andthe AlUmay immediately revoke, modify. or 3) Cyclic Wind Pressure Loading per FBC:, TAS 203-94 6_ Test refit on 1) Aar Infiltration Test, per FBC, TAS 202-94 Coated (Painted or Laminated) Alhite Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along with marked -up drawings and installation diagram of vmyl sliding glass door, prepared 2) Uniform Static Air Presses Test, per FBC. TAS 202-94 Wr hidows and Doors", dated 08113115. expiring on 0913011.9- acceptance_ if it is determined byMiami-Dude County Product Control Section that this product or material fails to by Fenestration Testing Lab, Inc._ Test Report No. FTL 9717, dated 12,V7/15, signed and 3) Water Resistance Test. per FBC. TAS 2o2-94. 4_ Notice of Acceptance No_ 16-0712.02 issued to ENER.GI Fenestration Solutions USA, meet the requirements of the applicable budding code_ This product is approved as described heiem and has been designed to c amply wits the Florida Building Code. sealed by Idalmis Ortega, P_ E. (Test report revised on 02/1511.6 and 02,24/ 16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their -TAN 3040 and Lighter Shades (Non-Whive) Rigid PVC Exterior including the High Velocity Iau>sicane Zane_ Highy am Zone - 2, Test on 1 4ir Infiltration Test, FBC TAS 202-94 mP°rt ) - P� 5}Cyclic Wind Pressure Loadirtgger FBC, TAS 203-94 Exh-usions for Windows and Doors- dated 09115116, on 02/04121. DESCRithe Hurr i Glass Door (Reinforced) •ohs o 90° & 13.E corners-L.�Id.I. Series 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 along with marked -up drawer and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No-16-0712.04 issued to ENERGI Fenestration Solutions USA, "Bronze 3) Water Resistance Test, per FBC. TAS 202-94- by Fenestration Testing Lab, Inc., Test Report No_ FTL 8552, dated I VW15, siggted and Inc_ for their and Lighter Shades of Cap Coated Rigid PZ'C Exterior AFPROZ ALDOCEIIJEN-I': Drawing No MD-»7i1.0 RevR, titled "Vinyl Sliding Glass Door NOA (LW - s 4 e Missile Test FBC. TAS 201-94 ) Impact � sealed by Idalmis Ortega, P. E_ (Test report revised on 0�1152016) ExWnsions for Windows and Doors" dated 09115116, on 04/i6i20. $ 1 through 21 of 21, preparedbymanusfa dated 10,105i 15 and last revised on 02!{il!21. signed and sealed by 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 7_ Test -report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 6_ Notice of Acceptance No_ 16-0712.03 issued to ENERGI Fenestration Solutions USA, A. Lynn Miller, PE., bearing the Nhami-Dade. County Product Control Revision stamp with the Notice of 6) Faked Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated Acceptancenut�er and expiration date by the i4fssmi-Dade County Product Control 5ectior� a1 with marked -up draw and installation d oft 1 slid dots', °� uP `�' mR d 3) Cyclic Wind Pressure Loading per FBC. TAS ..03-94 0&1(1117, on 012811 S. �Q�g 1�uSSTLE IMPACT R.A,TING: L$ and Small 3ksi1e act R,t�istset by F� Testing Lab, Inc Test Report No_ FTL 8546, dated l l.rll6arl5, signed and along with maiked up drawings and installation diagrams of vinyl sliding glass door, prepared � ry _ 7. Test reports Nc►(s). 10-0(}2-79�(A), 10-06-Mt#5�7 535753-09. per A►SIIVsE-84, Limkations: sealed by 1d2lmis Ortega, P_ E_ (rest report revised on 01104116 and 02il112016) by Fenestration Testing Lab. Inc., Test Report No. FTL 6638 (samples A-1 thru A-22). dated AST D1929 and ASTMD-635. issued by EXOVA to Vision Extrusion for cellulosic 1- See tabk- 1 (sheets and table 2 (sheet ) forapplicable SGD unit sizes. design pressures_ reiaforcem ents types, 3, Test vgxn can 1) Air Infiltration Test. per FBC, TAS 202-94 1111,9.+'10, and sealed Jorgea A_ Cauuso. F_ E. {S'rrb�rriri9ed an A� t7I :1 a 11- d bycomposite material_ glass types, sill riser (see tables B-i & B-2, sheets 7-8) and ancltor4ayaat sheets requiranesrts is 11 tizru 16_ 2) Uniform Static Air Pre�aure Teri, per FBC, TAS 202-94 0107. fki) (SrrLmilted rrRder .�►�Q_-! A'o. 11-iJl ill. At) 2. Rigid White PVC. Tan (Non -white) Riga PVC and Brown coated (Fanned � iamineted) white Rigid PVC to be labeled per White P erenoed NOA' white Rigid 3) Water Resistance Test, per FBC, TAS 202-94 'TAS 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 8- Notice of Acceptance No. 14-0916.111 issued to ICuuraray America.. Inc. for their "Sen.tr 3. Egress operable doors crust coartptywithmin char width orheightperFBCre t. as applicable_ 4) Large Missile Impact Test per FBC, 201-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 yGlist (Clear and White) Interlacer", expiring on 07/04/18_ 4. Pocket walls under separate approval. to be re%iewedbyBuilding official 5) Cyclic Wind Pressure Loading per FSC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94- 9_ Note ofAcceptarrce t.*Ia.16-1117.01 issued to Kuraray America, Inc_ for their LABELING: Each unit shall ben a permanent label with the nuum&rtureesnarrr or login, city, state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 '`Trosifolg,11tr'aclear, Clear and Color PAB Interlay ers", expiring on 07V849. following state�'Miami-Da+de County Frodttc# Control Approved". noted heneint_ along with marked -up dramw ings and iastailatioat diagram ofvmyl slitting glass door, prepared 5) Cyclic Wind Pressure Loaning per FBC, TAS 203-94 RF71*-En' AL of thisNOA stroll be ronrsidered after a reneveat application has been filed and there has beenno by Fenestration Testing Lab. Inc., Test Report No- FTL S547. dated 12104/15, siigned and 6) Forced. Entry Test. per FBC, TAS 70?-g4 F. STATE11rZNTS change in the appiicabiebus�ngeodenegativelysffectia�theperfcxnra3reoftirisprc��rct. sealed by Idalsnis Ortega, P. E. (Test report revised on 02115/16) with mailmd drawings and installation diagram of 1 slid glass door, g g' 8T� �Y m$ 1 _ Statement letter of conformance with FBC-�hEdition (2ti14) and FBC-61mEdition TERMI LNATION of this N0Awi11 occur after tine expiration date or if these hasbeen a revision or change in the 4. Test report on 1) Air Infiltraion Test. per FBC, TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No_ FTL 6337 (samples A-1 thru A-5). bated (2017), issued by manufacturer, dated 0&1.4117, signed & sealed by Lynn Miller: P.E_ materials, use, andlor m ufact se of the product or process_ Misuse of this NOA as an endow of any product 2) Uniform Static Air Pressure Test: per FBC. TAS 202-94 12M/10, and seabed by Jorge Cam. P. E_ Submitted under NON No.11_ � j 2_ Statement letter ofno financial interest, dated 0411&17- issued by rmanufa�cturer, signed mi for sales, advertising or any otherputposes shall automattically tetmissate#his NOA. Failure to comply with any 3 Water Resistance Test, FBC, TAS 202-94 ) p 0107 09) & sealed by Lynn Miler, PE. section of this NOA shall be cause for termina&a and removal ofNOA- 4) Lug Mssde Impad Test per FBC, IAS 201-04 3. Letter of lab compliance, part of the above test reports. AD17ERTISE--ME' T: The NOA nuuibespreceded by the words Miami Dade County: Florida, and followed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. CALCULAITONS 4. RER Test Proposal. No.17-0387. dated 05J05117, signed by Ishaq Chanda. PE. expiration date maybe displayed in advertisingliterature. IfanYportionofthe NOAis displayed, then it shall be 6) Forced Entry Test, perFBC, TAS 202-94 i_ Anchor verffication calculativrms and structural analysts, complying withFBC-2014, done in its entirety_ along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared prepared by PGT, dated 12109/1 Sand last revised on 0Z`15116- signed and sealed by G. OTIIER L'ti SPECTIO�►: A co of this entire NOA shall be rovided to the user b t3re nnratusFac#uner or its distributors and py P y by Fenestration. Testing Lab_ Inc., Test Report No. FTL &W. dated 12/04.15- signed and AnthonyLMiller; P.E. (Submitted under.1V0A1'N0.15-1210.01). 1. Notice of Acceptance No.15-1210,01, issued to PGT Industries, for- their Series shall be available for inspection at thelob site at the request of the Building Official. sealed Idahitis Ott P_E_ est revised canO1rC)4116 and0211111 � � � � 2. Glazing complies with ASTMS-1300-09_ "55701277©� Vinyl Sliding Glass Door (Reinforced) -L.M I.", expiring on 04114,21_ This NOA rri ices & re setts N O A #20-0429.05 on and csists of duspage 1 and evidence pages E-1. E-2, E-3, E-4. S rv� Z X� + t r. £ 1 r).7 - a E-5 & 1r6 as well as approval docnment oared abme. lahaq L t haada, P.E. Zsha L Ghanda. P.E. q s Ishaq L Ganda, P.E. N r- O The submitted documentation was reviewed by Ishaq I Cktiu}a, Par. Product Control Tait Supervisor Product Control I ait Supervisor Product Control Unit Supervisor o � O NOA No. 21-0105A3 NOA No. 21-0205.03 NOA No. 21-0205.03 NOA No. 21-0209.03 cti cr) _ . 0 N X C o rr Expiration Datet April 14, 2026 Expiration Date::1pr� 14, 2026 Expiration Date: April 14, 2024 Expiration Date: April 14, 2026 t. a :lpproral Date. March 15, :021 Approval Dato: bfarch 25, 2011 Approval Date: March 25, 2021 Approval Dote: March 15, 2021 o k Page 1 E -1 E -: E -3 Q r . �3 C6 -c M y a) t 11S PGT Industries, Inc. CGI W-mdows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPT_kNCE: EVIDENCE SUBMITTED NOTICE OF AN -ACCEPTANCE: EVIDECE SUB'WrTED NOTICE OF ACCEPT ANC.E: EM7IDE4CE SU'BBAHI IED ' J, O O ca L 2. Evidence Submitted under previms submittal E. MLATERLAL CERTIFICATIONS (continuo) 3. New Evidence Submitted � W 5. Quanex. Part Sumer SDacer Standard complying, with ASTM C5IS Thermal Conductivity A. DRAWINGS 0.881 BTU -ion' ASTM F 1249 WV`I'R Pass. ASTM D3985 Oxygen -Pass. ASTM E A. DRANVZNGS 1. Drawing No. MD-5570.0 Rey' B. titled "Vinyl Sliding Glass Door NOA (W-. sheets 2190 I.G. Durability No Fog -Pass- (Subirtitted under pre lous , � 0_1:Vo.1 M409. 05) 1. Drawing lido_ NID-_55 70.0 Rea- B. titled "Vinyl Sliding Glass Door NOA (LNW" sheets 1 1 through 21 of 21, palpated by manufacturer. dated 10,115115 and last retired on through 21 of 21. prepared by manufacnuff, dated 10105115 and last revised on 02/01,2 L 04,22/20, signed aid mated by A_ Lynn Miller, PE_ 6. Quanex Part Din se complying with ASTM C518 T'hennal Conductivity 2-22 BTU-inf signed and sealed by A- Lynn Miller, P_E_ Cn hr. it=-°F ASTM F 1249 A TR-Pass. ASTM D 1434 Argon Ptmleance-Pass, ASTM E Note: rills revision consists replacement of same existirrg installation screw with flat head_ B. TESTS 2189 I_G. Durability -No Fog, ASTM E 544 Dew Point De�velopmeat 20°F in 48 his. 1. Test reports on: 1) Air Infiltration. Test, per FBC. TAS 202-94 (Submitted under X0 4 No. 15-0409 05). B. TESTS 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 7_ Vision Extrusions Ltd_ Parts complying with PVC AAMA 303-13, Voluntary Specification 1. None. 3) Water Ressistmwe Test, per FBC. TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profi'1es for Vision Extrusions, Ltd --VEX- I by 4) Large Missile Impact Test per FBC, TAS 201-94 AA.MA Fenestration Exterior Profile Certification Program_ (Submitted under NO 4 , o 1 S- C. C ALCUTLATIOII S E 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 0109.05) 1_ None along with madmdup drawings and installation diagram of all PGT Industries, Inc. 8. Vision Extrusions, Ltd. Parts complying with PVC AANLk 303-13- representative units listed below and tested to qualify Dowsd 791 and Dowsil 993 silicones. (Submitted under J?V0 4 JVo.15-0409. 05) D. QUALITY ASSU?R.ANC:E prepared by Fenestration Testing Laboratory, Inc., Test Reports No_: 9. PVC-AAArIA 303-13, Voliitary Specification for Rigid Polyvinyl Chloride (PVC) Exterior 1. Miami -Dade Department of Regulatory and Economic Resources OUR)- FI-L-7897, PGT PW5520 PVC Fixed Window (unit b in proposal), dated 09,03114 Profiles for Vision Extrusions, Ltd_ VEX-1 by AAMA Fenestration Exterior Profile � � FTL-20-2107.1, PGT SGD780 Alter Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Programs 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-121714 iced to Eiuergi Fenestration Solution. USA, Inc. for E, MATERL41 CERTIFICATIONS M 2107.3, PGTPW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their -?an 3040 .it light shade (non -white) White Rigid PVC Exterior Extrusions for I_ Notice of Acceptance No.19-0365.02 issued toRuraray America, Inc. fortheir "Tmsifott- PGT PW7620A Aluminum Fixed Viliadow (unit 10 in proposal) dated 07/13/20, 9 signed Windows and Doors", expiring on 02/04.121. UTltraclear, Clear, and Color PVB Glass Interhyers-. epmng on 07vgn-4_ � Q and sealed by Idalmis Ortega. PE_ 11_ Notice of Acceptance No_ 18-0122.02 issued to Euergi Fenestration Solution, USA, Inc. for 2_ Notice of Acceptance No. 17-0808.02 issued to7Curaray America, Inc. for their � L their series -'Trite Rigid PVC Exterior Extrusions for Windows and Doors", expiring on "SentryGlasl (Cleat • and Ill ute) Glass Interlarers", expiring on 07104123_ CL C. CALCULATIONS IOP� S 0?r'2.81?3. 3_ Notice of Acceptance No.18-1106.10 issued to Vision Exttr_s � Limited for din it ` Brown O Q 1. Anchor verification cakul=ms and structural analysis, commplying with FBC 7" 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for Coated (Painted or Laminared) White Rigid PVC Exterior Extrusions for Windows Edition (2020), dated 041'2`2+20, prepared by manufacturer: signed and sealed by their Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors", expiring on 0913024. U Anthony Lynn Miller: P_E_ Windows and Doors". expiring on 04116,25. 4_ Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series 2. Glazing complies with ASTME1300-04, -09, 42 and -16. "VE 1000 Tan 202 and lighter shades (Non-U ) Rai Cellular PVC Exterior D. QUALITY ASSURMN-CE F. STATEhiENTS Extrusions for Windows and Doors-, expiring an 112921. Miami -Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 7* Edition (1020), dated 040220, issued by i manufaett=. signed and sealed by Anthony Lynn Miller, P.E. F. STATEMENTS E. MATERLAL CERTMCATIONS 2. Statement letter of no financial interest and of independent. issued by manmfacttm. dated 1_ Statement letter of conformance to FBC 71* Edition (2020). dated 0MIJ21, issued by 1. Notice of Acceptance No.19-0305.02 issued toKuraray America, Inc. fortheir 04/18,10, signed and sealed by Anthony Lynn Miller. P_E. Manufacturer: signed and sealed by Anthony Lynn Driller. P_E_ � fzTrosifoll I_Wmclear, Clear, and Color PZB Glass Interiacers7. expiring on 3. Private Labeling Agreement document between PGT. dated 03/30,15 and signed by all 2_ Private Labeling Agreement dated 03.08/21 between PGT Industries. Inc. and CGI 07/08r24_ involved parties Windows and Doors Inc.. signed by Death M Ruask, P.E., V P_ Engineeaing, on behalf of U 2. Notice of Acceptance No.17-0803.02 issued to Ku aray America, Inc. fortheir both companu - Q "Sent1•yGlasl(, (Clear and White) Glass IntMrlayer•s". expititlg on 07f0423. G. OTHERS 3- Notice of Acceptance No_ 18-110610 sued to Vision Extrusions Limited for their 1_ This NOA revises CIO_# 17-0420.06 (PVT w/CGI) and updates to FBC2020 (7*Edition), G. OTHERS 'Brown Coated (Painted or Laminated) WWte Rigid PVC Exterior Extrusions expo 04121t21_ 1- This NOA revises & renews NOA,# 20-0429.05 (ILA w1CGI), expiring 04r14126. for Windows and Doors", expiring on 09/30124- 2_ RER. Test proposals #19-1155 dated 01i 10.� 20 approved by Ishaq I_ Chanda, PE, expiring 2. Tile cuuent associated PLA CGI file: #21-0205.01, expiring 04114226. O co 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their "VE 04/14/21. w � series 1000 Tam 202 and lighter shades (Non-Wlike) Rigid Cellular PVC 1 L fi a Exterior Extrusions for Windows and Doors '. expiring on 12/ 29.r'21 _ / r "_1` � Isbaq L Cb,tada, P.E. Ishaq L Cliaada, P.E. Z J Ishsq 1. t:hasda, P.E. Product Control Unit Supervisor Product Control Unit Snper4ivor Z Product Control Unit Supervisor NOA Ne. 21-0205.03 NOA No. 21-0205.03 Q NOA No. 21-0205.03 Expiration Date: April 14,2026 Expiration Date: April 14,2026 � Expiration Date: April 14, 2026 Approval Date: March 25, 2021 Approval Darr: bfarch 25, 2021 d Approval Date- Afarch 15, 202I E -5 E 6 E -t SHEET N0. March 15, 2022 PA 1.3 1 I ___ _. _ _ _ I - /T1 PRODUCT EV7JLINUATEON REPORT NO, 20.079= 2 FROD[?(°r Y.YAr,UATLON REPORT NO. 20-@72Y.m 3 Ll ECO lim C\ TILLIT TESTING & ENGINEERING COMPANY 2.2 TEST REPORTS: 5, MATERIAL CHARACTERISTICS AND SPECIFICATIONS: WAT TER A. TILLIT, JR.,P.E. Wt,GGr.=1.. Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on ?LP .Lrrtlae N.. 441E 201, 203 as 9 r section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing FL CA U.... W. IXXWIY as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, inc., Reports # 96-569 dated 08109/1996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (RE.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE; REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P,E, PRODUCT SUB -CATEGORY: Storm Panels 2,� gTRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs, design wind load and panel MANUFACTURER: Global Protection Products LLC length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. dated 11/03/08 and 03112115, signed and sealed by Walter A. Tilsit, Jr., P.E. Davis, Florida33314 1. PURPOSE OF EVALUATION; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Waiter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1 D of the Florida Department of Business and 4-WIND LOADS RESISTANCE: AAAlI111PNlNIIII/! �,a P A. Tl( /, NN Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind a�y� .."'�CENS. r�1 sy=y This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, - z -- )7(T. qqi 67 '. ` been verified for compliance in accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. .-� _�� . — --'• *'•, * E Florida Building Code, and to verify that the product is for the purpose intended 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.), -'* ' �'�'` ETA'. STATE OF :'�1 at least equivalent to that required by the Code. drawing No. 20.176. / • -s DE ., 10 RlR ••: i� N141,4c 1ryf`''cs„S��NA� This Product Evaluation Report shall be subject to review and revision in case of 5. INSTALLATION: �`, a Building Code charge that may affect Its limitations and conditions H Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document DA%TTIILTECO ADMON RECORDS 1 P. E. REPORT-20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 2.1. PRODUCT EVALUATION DOCUIil1EN__T__(P.E.Q.j: (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL% DRING At 20.1761 REPORT 020-072S.01 Drawing No. 20-176. tined 20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by'fiheco, Inc.; signed and sealed by Wafter A. (P.E.D.), drawing No, 20-176. Tillit, Jr., P.E,; dated 07128/2020. This drawing is an integral part)%J,JP,ls 1140", Evaluation Report, a��",ZER A, T/(`�r,,�� L,�%j%W1IN a\�.n��Q A. 7141/T't,,, `�P�' ��CENS'- I/ i, _ ,�3�P� ",\CENSe ...- sr - 3 - -��-� ._.rU1167 N0. 44167 7 Z" *. * /?� * :*_ k - _. _ % / - a•• STATE OF :'ro$ 0:2e-. �0PIDN ..'eo g= s,NFs •.. , �� AA�� � 0H ,-•• FtOR1O ,,•`. r ;,��s •........ • N� ��.r 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - P i`n '",aS/ONAi %1 ila``` 1�H' N11N`1 GENERAL..L➢GLW: 6.3) W CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 9WRM BE FOUND ON THE tY11to 90020 1819EdN EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. t STORM PANEL SHOWN PRODUCT EVALUATION DOCUMENT (P.E.D) NAS BEEN VERIFIED FOR COMPLIANCE IN THIS ANCHORAGE SMALL OF AS MENTIONED IN 8.1) AND IN 8-2). ACCORDANCE WITH THE 2021) (7tt, EDITION) OF THE FLORIDA BUILDING CODE (C) TO EXISTING III=..,'yal - 04A YRN': DESIGN ARID LOADS SNAIL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE - 1/4'A TAPCON ANCHORS, AS MANUFACTURED BY I W_ BUIUM. INC. FOR A WIND SPEED AS REGURRED Br THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND - /l 1PANDANTE FEMALE 10 AND PAME7.YATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTSSCR FOR A DIRECTIONALITY_ HE DIRECTIONALITY FACTOR Kd.0.85. USING ASCE 7-16 AND SHALL NOT EXCEED TMAXIMUM (A.S.D.) SCRa-t0 1 SCREWS PER N.O.S. 4•A NAG DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15, 16. 19 • 20 _ 7/t6-A . 5W000 BUSHING. AS DISTRIBUTED By ALL POINT SCREW, BOLT At SPECIALTY CO. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DES" WIND LOADS DM MINED PER ABLE 7-16 C I) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2• AND 2' FOR ELCO PANCLMATE PLUS SHALL BE FIRST RCD UCEO TO ALSO. DESIGN WINO LOADS BY MULTIPLYING THEM BY 0.6 W ORDER TO COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. I., 15. 16, 19 N 20. AND PMIELMALE FEMALE ID. C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2- NO THREADED IN ORDER TO VERIFY THAT ANCHORS ON THIS PE.D. AS TESTED WERE NOT OVER STRESSED, A 332 INCREASE IN ALLOWABLE STRCSS FOR WIND LOADS WAS IQL USED IN THEW ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN PEWMTIN INTO STUCCO SHALL. BE CONSOCRED AS PART OF THE REWIRED THREADED PENETRATION. ACCORDANCE WITH N.D.S. 2018. C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WINO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1526 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING • TES'TING INC. REPORTS 96-569. 96-570 • 96-T30 AND C a MINAMLAG PENETRATION Qi WINO BUSHING SHALL BE 5/8- i/i .-20 SCRETYS USED SHALL 8E 1 , -) /2• LONG MINIMUM FENESTRATION TESTING LAB INC., REPORTS r2032 NI: r2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO, AS WELL AN NDAAMERICAN LEST NAB OF SOUTH FLORIDA REPORT /0219.01 -09, AS PER TAS 201, TAS 202 AND TAS 203 STAINOW05. PAWLS. C5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PALS. STUCCO OR WOOD BONDS BE FOUND ON THE EXISTING 2. ALL ALUMINUM EXTRUSIONS TO BE W63-TG ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 ANCHORS SMALL BE LONG EMOUGN TO REACH THE YAW STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C.1). C.2) A, C.4) 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-Hi4 ALLOY. (0) ANCHORS SHAM DE INSTALLED FOLLOWING ALL OF TIE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE 50 MINIMUM. G-so 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 GALVANIZED STEEL DESIGNATION W/rY- 56.I .3 . (AFTER ROLLED) THROUGH 6) EXCEPT THAT HEADERS Q A Q SHALL NOT BE USED 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AiS SERIES OR CORROSION. RESISTANT COATED CARBON SIM AS PER ON W/ 50 bi YIELD STRENGTH AND 90 IA TENSILE STRENGTH III SHALL COMPLY W/ FLORIDA BIIIIOM(' CODE 9 D SHALL DE THE RESPONS UTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ION 2 SECTION 24,1.3.].♦. ATTACHED TO INSURE PROPER MCHORACE TH15 SHUTTER SHALL ONLY BE ATTACHED TO COCRETE, BLOCK OR WOOD FRAME BUILDINGS. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES SiMNLESS STEEL WITH 36 bi MINIMUM YIELD STRENGrM, 10, EACH REGULAR STORM PANEL WITH LENGTHS OVER 8'-B THROUGH 12'-4', AS PER SECTIONS 6, 8. 9 • 10 ANC ALTERNATIVES 8W. 9w • NOW ON SHEETS 5, 6 • 12 RESPECTIVELY: SHALL HAVE A LEGWLE AND READILY VISIBLE MAISUNG INSTRUCTING OWNER OR T ANCHORS TO WALL STALL 8E AS FOLLOW'S'. 7EMW TO SECURE PANELS WITH APPLICABLE REINFORCEMENT "ING, PERIODS OF HURRICANE WARNING (A) TO IXISIRIG CQ[( jE 11. THE IryTA1A7TOH CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WNCH RDMN IN CONTINUOUS CONTACT MTN - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W BAIDEX, INC. (M,n rc-3192 P..i.) THE BUILDING TO PREVENT NAND/RAN WTRVSIGN. - ,/4. 1 , 7/8- CALK -IN ANCHORS. AS MANUFACTURED BY DEPALT INC (MIN. rc-3000 p.CA.LT - ,(4 , 3/4" SOIO-SET ANCHORS. AS DISTRIBUTED BY ALL PONE SCREW, ear • SPECIALTY CO. UTED 12 STORM PANEL INSTALLATION SHALL COMPLY' WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS (IAn. rc.3ooD P.A -..) FRONDED BY THE JUR1501CIION WHERE PERWt IS APPLIED TO - r14-TO PAMELMATE FEMALE 0 & PANEUATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ' 13 (P) THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (MIN. -3350 P...i.) - 1/4'0 CF TAP -GRIP ANCHORS, AS MANUrACTUFED BY TRU-FAST CORPORATION (H'c-3600 P.s;.) FOR A SITE SPECIFIC PROJECT. i.,. WHERE THE SITE CONOTIONS DEVIATE FROM THE P.E.D W CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A1) wNIYUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHILL BE 1 3/4'. 2' FOR PANE1MAlE FEMALE BASED ON THIS PE.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE COMMONS DETAILED ON THIS DOCUMENT O AM PMBEDM E PLUS 1 INCH FOR CF TM -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY' A2) CALL-W • SOLID -SET ANOIORS SHALL RE EMBEDDED 7/8• INTO THE POURED CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. STUCCO SHALL BE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE I 1/2' LONG MINIMUM SHOULD STUCCO EXIST, NO t' MINIMUM FOR WALLS MAIM NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED 9T A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME 111E BUT WITH WING NUTS. ENGINEER Or RECORD (EGA) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGREER TO THE A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS. STUCCO OR WOOD BONDS BE roUNO ON Nt St161HR TD THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. PC-0 ENGINEER.. EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH T14E MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN A1) AND IN A2). (e) THIS P.E_D. SHALL BEM THE DATE AND ORIOINAL SEAL AM SIGNATURE O THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT (B) TO E ISTING CONCRF TE G' S, �Hc WALL A_:._ c-9a. - I/4• A TAPGOH ANCH AS MANUFACTURED BY L T. W 6DILDIX, INC. t4. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4' A , 7/8' CMK-W ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. Cc-1500 P...i-) PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIOA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY AYIH SECTION 1709.9.2 OF THE - 1/4-0 X 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, BOLT III SPECIALTY CO. FLORIDA BJILDIG CODE (MIN. rc-1900 Ps.i.) - r14-10 PANELMATE FEMALE IO AND PANELMATE PLUS MCHM. AS MANUFACTURED BY ELCo CONSTRUCTION THIS DRAWING STALL ONLY DE USED TO OBTAIN PERMITS W THE STATE DE FLORIDA PRODUCTS (MIN. rc-2071 i) p.s IIAIH1H111 1/4' • CF TM -CROP ANCHORS. AS HANUFACrURFD BY rRU-FAST CORPORATION 0, -,ER A. TIT 4�,.`••..•..•`/T B 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANCLMATES AND CF TAP-GRP ANCHOR. INTO THE FLORIDA BUILDING CODE M n vdeN NYrrla( t VC BLOCK UNIT SHALL BE I 1/4•. :' " NO. 41167 — ""o` - 20 GAGE GALVANIZED STEEL STORM PANEL 8.2) CALK-W • SO-10-SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK UNIT. NO EMBa INTO STUCCO SHALL BE PERMIT" '/A- 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOU= _ - � i LO AL PROTECTION PRODUCTS, EXIST. AND I' MINIMUM FOR WAILS WITH NO STUCCO. _'QL. CTA ., ^ V- _ _." IiL INSTALLATION INTO EXISTING DETAILS POURED FOR REGULAR PANELS CONCRETE OR CONCRETE Q & 11A BLOCK STRUCTURES GONcem AMOHDR, OR 00110 C ANCHORS V, sNarm O nmuc. 9) WMAE ON , WNE7[R AMnNORs R=. 6 THROUONO" 9) �: M=EEI6 R; -..-E.D.-..-.. III11'''1111 E%RTNNG POINTED cONCPLIC AILAgI6 WEL19 a TMIXKRH(SEE 30HUX"O' 9) \ .. i EXISTING POURED , I ''. FONd1ETE ftmuRFD. �LVi Y- N• 91 60US - f - J - 1 COMp1ER REOU/IE):�L �1 `r \ t/2' -,I Ain.- F/>wYW \ 1' �'`: _AR 1 'R 1 '/2' �1/• �J'' _ F{\ (E_= sNza ILa 1 4 TAn TKn��erci, I _ .i om. _. —__- J I [WRING FD,AED E.D. •�lig)' I j [�!—­ i / 11 ® E.D. F usED . i I Ex16TING POURED CONCRETE REQUIRED '�� --1 V' I CWA P,M 1 I ,1 I(T Qvw. IA I I ,�.,m.A J GG eRTR I A 1,. •I I�. a a 4 1roA IA MAAIv.+G- 1 I 1 i1OR n Hi n °k I -O an aomlHe I �FtM'�rr1 I oN WNn ■ I I O 1 ;ate J tI HM6 I D "--Jl NIA,,R, I O i 1. UINAANION ; m GAa I E 1 , 1 I 1 I I 1 M:� A� I DYI.1A_.-1 SAY I I A H! GN�Y -'il liiv I 1 ,9, I Xx�, , I � I I I i 7 I �. I I 1 II :y' I ,��.NNN 1 �:/ I 1 r , _: i \ ;,>tIOE�'.V1 a � t . n ; I . 1 --_ � 1 • 'I 97{,�A��1�Fyy ri ePA EXISTING POURED - E.D CONCRETE OR I _ ,- - __- i p 1 1 ear � I�niY E.D. I EXISTING POURED E0. i 1t , 1 "9 CONCRETE BLOCK WriNG9 r-'aa OADRF STIO • 3 I 1 CONCRETE DR ..-. -. - - CONCRETE BLOCK -' - REOLARED. { T y' d IE ,/Y 0.G r' I 1 ,\ ;.: 2 �` . •.. CONCRETE Bl.OGIT REOARED. I CA`�, t '2• I REWIRED. f. -{ - ` � t2• .939 D0511l1. POIIRFD ._i' Yit /'_ 1• Min. 1 � ANCHORS ITAOmED I CONCRETE --u13/4 DE CONCRETE ANOMOY -� Von" '' IA L-E=) � - —y� O. "D CrE _G.Ge, -� 1NI-TP__- "5 - pL -, iW - a", w0 GOHC"CTE SCONCRETE r/ sn0-- ®VA. - O Lv- (SEE DIE- �` (ICE SOHCVULr ON - - c-.t &ILILL , NNCNORS - .i (SEE SOEDULE pN-' \. Gan. RJAf. • at B d S am 8 THROULIN 9) \ sta" R TM01p, 9) RHEEa 9 TN ILON, 9) $DICE a THIN 9NFZT5 6 iHO000H 9) SCALE 3/11-1, SCALE 3/8-1- SCALE 3/8-1' SCALE 3/6-1" r .'- - - R 1 I E.D. -(EDGE DISTANCE 1 _%i1 (SEE SCHEDULE ON "'�w°p-.. Y°1�PNLo,-A I �U SHEETS B k B) IT,MM9 i I a I i_ i MO a - NOTE FOR 1 I N 7 'Ir ". r 1 AWmNN Ay. TOP A BOTTOM MOUNTINGS CAN BE COMBINED TO I C - f( A T; IN ANY WAY SUIT Air P- F(�'�y WSTALLAnoN. r ) �A V NItEc'''.9'(i+ COSTING POURED Y - FLORIDA BUILDING CODE Ni VelocityNu can CONCRETE _3/4 __ CONCRETE `- E.D m • _ *:• 7 nmo nTEY;c. INC. 20 CAGE GALVANU D STEEL STORM PANEL s7Mo+o�s 0cE 6C® E aN S,EES 8 THIROMON 91 �' * - i Ct:*E 1 i2% o rATE q6 - OatD Ilia AL PROTECTION PRODUCTS, U"C. 07 a QWNG mas=AFlsd' L 4ea6 ie. 31 solar FL '�,, .WCOMPANY Y RWNE 20- 9CAlE 3/5-,' i N/NI . MItWQm_a_ ti am H-IY1 (4)M�76M FAILN)I-r7 OR,Y L IC 00057H, YRmnN' w 1.A n ,-.,-E -. 1T-,Y _ _ _ _ ` 9NRT 4 1 L ECO INc_ TILLIT TESTING & ENGINEERING COMPANY WALTERA. TILLIT, a, P.E. I lteoo@ITol.co n PRODUCT EVALUATION REPORT FT'P.F T,Ren.NN 44LM lLC.A. LJ ,I. W.3106719 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., R.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code charge that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.) Drawing No. 20-175, titled `24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inteT��ldlp . 'P*l' Evaluation Report. ,. �tx ...:„!�(/'p",,,. r�_ - '-1To','#4167 �' ,-y * * / ' � : STATE OF :'ek , 6355 N.W. 36th Street, Suite 305, Miarrd, Florida 33166 -Phone: (305) 871-1W,,�+1;'lptq(31b5a18c1'1-1531 COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-t7 ,- - -_. - _. - _. -. 15, I"- (TOTAL WIDTH)- --- - - - - - - __ -- - - 151W MALW1ON)- - _ - _ _. _.... _ --12.500• (EFFECTIVE WtOTI)--_ - -- - --. ---_-_.._'-. '.. _ _ _ - - -. - - __- 7- -----.-----5.250•.. _ -- --- .--- - 6 1/4 I - t350•- •--1.330'- - 1.350• - 11500• ',,.V.-500• ' _ ,'N. I Y% \ , --1.350• - -N aa38- MIL 7Np( r--1 350• - /k \ - t is rILVMMEDT ti ' •fo- 0.036' MIN. TMCIL HEMMED .�- / GRADE 50 RETO�..' /. , I ® 2.657' rxVAIr2FD STEEL EDGE - - / f�':,' TYP. G-eo r_V. / z.e57 EDGE / 2.g100' .2 % N TYP. ASTIR A-60.T ,, 2.000• .2 , 1 GRADE SO MINR•M DETAIL A.. - OCTAL G-60 GKv- -7' ED"Ew'EDCE ,� N L$TNL A 48.6 COITAL A I ABA' --------- - ---- - - --- ---------- -- ...-- _ --- - , - 1.l- I _I.350--T,35D" -- _-6.250' ___- 0 STORM PANEL Q END STORM PANEL 2.167•---- . t ` 3O• _ - _... IZrO1 2. NAMEls rIAD LAP ' .12f 1/4Y-26. .125. ,�D�O.-1e��ita� -. .750•-1/.•A-20. SERCII - - -.. 1 .1 p0' L a --1 1 -- I,125•'pSTWO -:.750'- - - / W/ HEMMED FDCfA<���±Z___ IK„ItT .HID• 1 l < ro MGLE O NNa /� to.08• .100 I I 12 1/Y as 1it21 1A1LE0Y 1 093' 3.375- A93' .O9J' 2.000' "500' 7.500• 2-125' 9EE .939' .939' SEE DETAILI-__Ita5. 2.125' .093' Ra 375• 1I.L_1254 '�� ) I t25' L a 375 -i I. J L,.soo rlt I"u "� - s M u. - -- 1.500 - ISOMETRIC VIEW DETAIL A ,--2.000•'F - 2.000` ROUNDED CORNER O ENDS OF PANEL'S END LIP W/ HEMMED EDGE. O "hr HEADER (3) rUr HEADER 0 (N.T.S) ANGLEANGLE WITH STUD ANGLE WITH REVERSE STUD t ---I via SEE W. U.-I 1/14 • 2/14 9.3N• .374 .374' TOT TOP EDGE .096• .086' - .75 , - + N I.380' -OF IH,TQ .1- .r .155 . .]10' t25'ti. 1/4-0-20 304 SUM .. I... F -- I- I i.. ?.I TO t A07"1.063' .375• _ .NA • F .' -._ .8!0' N..- eMCLE O 15 STUD Mj i/2 ac, 52s- - 1 t.67t' �,Py 1.500' to, 1 I 1.063 .t.34]'F2-i__="�=T�_, 595g//RTpp flLwLOCATI ONERIILP I -A. t.013' . PAW _Mn 064* z000 ® KEY HOLE WASHER s`25'. z.000 -- --i7 p ) - © rFr TRACK ANGLE ® ,3/6' AIr TRACK ® FLAT PLATED .063• GALVANIZEDI'RASTEEL '- .OD4• ,3L4•A IIILNHMINI WITH STUD �. ,6 DNc - , ry-, eRN�P A, Ti"((7�"t"IIW 1 —� / \ 1.DE3• 4Tj - JCENSe -1 375.9 �38'A .875•A „ T_ � s * - * FLORIDA BUILDING CODE A j/,_AMC _ F * i• (High YAIIoei Nunkam Zone OF PANEL ? STATE """" nTRu, AIa F.P t 50' 25-~-.Il75- PLATED WING MUT CODE •�'• 20 CAGE GALVANIZED STEEL STORY PANEL - -n000 - ` ® KEY HOLE sy0��. [OIjd1! - IO+R V--,;7-- �. AT PANEL 6Zlz, 0M16 %p ' _ � GLOBAL PltOTECTi0t1 PRODUCTS, LLC. '" - IL E C O , ERG. „I61W 6, SHEET --NI>• ALTEFIATYMY, USE WINO OUT W/OUI �� �N�% • COMPANY OWED. P. XWH. y- 2D-176 ALUMINUM ANGLE MrXwInHRe rAT+eTR W/ ApDfIIOWI / u. a L r # W.W. _ A.1. PHOW D64)9Y-75A FAIL ")MIN -MI -- - _- H- 0IN4 m-UAW . ti : on 1--Ian • 7/rw3/32' WASHER (STVMF55 P ---.- R/MiE FA'Pon, YM.RM - STEIN OR NICKEL PLATED STCEU. R/ALRR AAAA TINT N., F.E. - DIRT 2 K TO1 INSTALLATION DETAILS FOR REGULAR PANEL.SQ) A A ENO CLOSURES DETAYS FOR INUN ATKIN IN POURED OONCEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES OONDIME BLOCK OR WOOD GC�NKK-IN O PANDMAE FEMME n. 'o,"' E ,,,LTA "' ,"'1"Wy'.s/ VALID FOR REGULAR, LIFE SAFETY AND E Z FANG STORM PMFl SYSiW INJNd OR A AP -ow v s� \`PNEHAAn (ZEE SCHEDULE ON---,,, 0.C. -.` LEE SOEwJ: ON SHEET e • 9) SHEETS 8 THROUGH R) \2 I' _ I 11 -. _ I .o. LL,WG Pao ,-1 1 4_00",-_- 1 1 EXISTING POLED 1 1 PWFWI c WfIOE1E �' I E.D. �;/ I y„ ®RRIRL m,WILW WE--INm - �,(� INUIRAED. '� 1 - I O � .AMA 1-. (1_8 1 E.D. I �'.. 1 ,P„Y �i�r'c.<'/- T6AWI® ♦: m 1 7�.�" tr' a• !_.._ 3 I...IXISTeNG POLWED I IQ r'iP'f -' ,• ,W L. s' I1 , CONCRETE OR 1 1 A AWn'�-u,a _ -I I '/Y _II CONCRETE BLOCK 1 I 1 ' 1 -... T- - I a"`°U�° I I J _ _ Ii I 1 1 I I CASE A (PLAN) t79� ',1ir"•M A•.A•..M• . 3,..-A. PRA.W -,w I ., I ,_ -- _. - _ - Ir MIA :. I I YF9w,•- 1 1 CASE R (PLAN) I I PF"°N- IAN i A. M .� 1 1 81 _7 . 3/lht• pmWly_.-I OI r - 1 1 nA,Y :. I fE'im.'Di oa. i II¢ nHmAt 1 'i'.oui i Yr FYoorW `.uP�r mJ1p0. w A,: °A I_ a_9KR 9 I -.OL 4WM ,O, , V I AA* ��. I- .w 9a i O �� TO GARS I O le,-P. O-® 11 I ��R'� w�A]� 1 Y, P. R / .,N-rl. J I I �C i 1 rVIR, i XUM 'YP N•mrF T pr• i .. 1 1. I V N 1d. 4Y _ �/ „a,�Pmept PP..Wi EXBTWt POURED E.D. 1 I „AArAcc/� ODACACrE {8^�7 BL CA$�EC CONCRETE /,�B•1'AN) I IXdIHcR[lE EA - I Q -... . _ _ 1 /��nPLAN)A' IREOLA' � BLOCK i r 1/2' '_TIIOI�f nyuy/3A. - =_.' mI- '� 1 � _N �/4�.. 1,9M GA� a A' 0.t ,ate ,w �:WWHMe - % ---. _ .. t �� l`AN-E AMD AW1Nt,r ..: .:.. ; • I == '.. . ARIA ..—e CONCRETE AKOMOH6 -1 NIA- - AmWIG 1N I PLUS 1C 6 TAS ON - VICE soya dN -- \% . • . .. _ _ (9E[ 8OH[OUIES ON 04XM 8 THROUCH 9) - '- sH¢Is s • 9)!Jefr \\ Ifi —1Y1. IanDmI APB 1 SCALE 3/6.1' SCALE 3A-1 90.I. F C Lp,M� �••' _ "EXISTING IN NEW I' WIDE , VARIES , 1/e' E.D. - EDGE DISTANCE ::N� -I`•7r mNG.IW THICK //D K ALUM. TUBE GR I• , (SEE SCHEDULE ON I- (-6 I-- CASE F (PLAN) ,- -ADD 9AMsm/ P.T. WOOD PLATE SPACER '.f 7�) SHEETS S At 9)4 SCALE 3/18-1• • % I . 1Ee' ,• wIDE , VARIES . 1/8' TIONS:ALUM.TUBE OR 1' , VA IES jII • P�T� � TE SPACER I TOP @ BOTTOM MOUNTINGBE6 F•op e01�INATNWN :-r - ANCHORS 'I COMBINED IN ANY WAY TOANY Q iA,SE E fE (") ,U : . (SEE SCHEDULE OH IINSTALLATIO N. SCALE 3/16.1'SKITS 6 ,IgO,gM 9)v� % I 'PACK LOl1,. U+ O+°` D A: lcli �SEa l '•• .-GaNca`1 No,O$__-- E QED.." M,A WRrn L W r I. � E ✓ FLORIDA BUILDING CODE Nt h VelocityHu can* Zone) TO 'III VAR ROICIRR2 I let' W.. co"CRETE &LOCK " % EplW toot NAWIT lW •, W2o20 nT= INS FP. a mHor, 9 9 M 3 M. MOUNTED uGan 140WT. •• 44167 . 20 CAGE GALVANIZED STEEL STORY PANEL oeGINa W. SECTION X-X i * * s SCALE y6.,- --7-2 "mac'---- GLOBAL PROTECTION PRODUCTS, LLC. °'��030 REQUIRED 11' s � r ! I L E C O r, c. °°° DETAIL FOR SPACERS AT TOP OR Q. 4400 L. 51 SHEET �` IINK. n. 3331. 'TBOTTOM TRACKS ADJACENT TO STUCCOANDOO BANDS9 RID" 7 _ • OOWANY %1 F'•: •, / i A.m-n AT. D*H)Ps-»46, ru (YgY9-97n 20-t76 s /GATEA. GRIPING; N.. ,WH••• t ] MRT 5 RF U PRODUCTEVALLATIONR-RPORTNO 2"71702 2 2.2. TEST REPORT'S: Large missile impact toad tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E330. Test reports prepared by American Testing Lab of South Florida, Report # 0814-01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 1211 B/10 and 08127/13 (for this revision), signed and sealed by Walter A. Tlllit, Jr., P.E, 3. MISSILE IMPACT RESISTANCE: Large missile Impact ureter section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4 NNE) LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. ,01 Jrik 1A N rl . A '��s'`7NO, 67 �;'z-7..'z,4#� * '.*_ / -,a'- STATE F •wQZ *.0A�'• Nc/OR1O� •�wari �`',A,FJ1S16NW'��;.���. `"NM)l111111110, PRODUCT EVALUATION RTpORTNO 20-0727 M 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. S.. MATERIAL CHARACTERISTICS AND SPECIFICATIONS' 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 specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. NO CONDITIONS OF 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. THIlt, Jr., P.E. (Florida License No. 44167), President of TABOO, Inc. (Florida CA-0006719). \ ,,, ., F C I' c CENSF''I - - 111.: ttttF �1 7 , -!„ * WATLLL i 1 $$77��77•• (p}pp D:1 TILTECO ADMON RECORDS l P. E. REPORT.20 %GLOBAL P40fgr1QN PILtlO�C-[S, LL06 GALVANIZED STEEL STORM PAWELIDRWG&20.i751 RF30RT i)20.0727.QQ CC��,�.'.•��ii0j19 •�_, �N'�11yss/OVAL ENG�`'' 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, tW/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 A 7W/11 Y MAX _ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS e ! 9. r Wx_ -1• MIN.-- - - FOR 1F000 SEE SECTIONS ON SHEETS 10 • 11 - -- - ..-_._I• MIN. 6 O O 6 D.M..O O®+®, r T -^ 1 r r- r - -r i -r--I r T- ) - I I ' I I r , i I i I 6 }f I I I I ED A .� - -� F-_r,I 1 I I r,r- -I j 1;1 , -, - A T-- j 1 I J i{? j- I A (�Ft I I'—► '—I-—— I—————— (� UNBOLTED PANELS 1 5 i I j i _1. 1 TINTED PANELS w/ 1/49-20.1• N (SEE SECTIONS AS I I 1 S.S. M.S. BOLT w/ 7/6' a 3/3T f+ TNNGNUTS O EA OVERIM ill?PECABIi) ' 1 I I , I I I H I I �(SfE SECOONS AS APPLJC/alE) - i 1__I -1 1_ -: . L-i _�_L i i_.i 1__l I 1_1J - I- 1 I: I ; I i I I __ � ED is I II I'I �, 1 1 D.M.,®•®•0. R --i-_I j' i-' i 1 ' -- -I--j I I� @)•�®•@ o 0 0 o t 4+6 4 6or - 3. 1" -�1/4, 2/4. 3/4. 4/4, 5/5. 7/5, -- 3_ M'A iW/10A 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 ,k 7W/1 t __ _ - - ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 • 9_--. _ -_ FOR WOOD SEE SECTIONS ON SHEETS 10 a 11 _- - - REGULAR STORM PANELS (I-) & & ELEVATION N.T.S. 2.67' 1/4- MP.. GAP (W O-1 WHOLE VALLEY) r.iia9ilE VFAHM - `, I/4' A NHL/ MAX. GAP a`*'` 10 A' . y��' EN 'D FLORIDA BUILDING CODE (High Yeloe Nu cone Zone :' . NO 44167 . rm2l , .c. 20 GAGE GALVANIZED STEEL STORY PANEL DFP OWN, IN SECTION A -A *? * •' * z R N.T.S. _.�•., ATE .t- : AM -_-k_- IL EC O IRL:. fN.08AL PROTECTION PR'ODUCTSA LLC. DATE ••.. ORM"' 70c? TL ;i ,W, a A: R W -ANYn Wm noW: (�. L n. FAIL (w7Ae9_I7A7 20-176 'yry• �css ....... y}A �W w.. wI m-,u 6ma6 Ii aR m-w, �� mwWw Ir: NIHNM`•- W1LiP 4 TIWI a.. P.L "'w - WRF 3 6r E9 N1) ..-I` N O C_ (n Cu O -4--4 U N N O -'—' � _0 � -��o fn a) � -0 U O -0 -L toN C C a) = 0 O _ CU LL _CIO O • > .Cn a) L I- C- CU CU C:)- 4 Z Z W J i=c"%i -0 Q) _`' ice- O ai - U N o C CO X E. J_ CL ._D L_ ri'--) (Z () . J _� � It -- ') L LD _. IJ ) - - C C;, Q - �) ,✓ N � - .Q n QJ c_ `- 0 s 5 .l __ V = " i _ a---- L- O , n O - r U — ~ '" P Q' � .•= -__ W L 4- INSTALLATION DETAILS FOR REGULAR PANEL dE a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK PpSTRUCTURES - - - ANCHORS: FOR CONCRETE SEE SCHEDULE ON PDDCONRED CONCRETE BLOCK POURED RET BLOETECK OR ��E EOL Q~ -I wu WOOD SEE SECTIONS ON SHEET 12 S t' MIDI DR LAHCM.TE BLOCK .-_.OR CONCRETE BLOGIC UIRED 7E BLOCK REWIRED RFOIIW[D W.M. 4aNa1c¢ RE9tARED 3' W. 2.6E 3' W. CIO }P - lOrDULE ON -(SEE sn1E0uL11 d1 .---(( yG14DUAMOIDRs _ 00MCNEIT ANCHORS t' W. WIOIF I , T4EN:9W ir. ^, SHEET 9) IIHM U SHEET 9) _ _ D.16 >4HE �a) AA9{/`) I I i 1-"1---- -N W C- �E- �:. I 1 I 1 _= 7 I I I I OF ' �/ / Lr \ ED E� I I I I I Z' 0 1 1 I _ WYTG•Nut341�E r iLiT I i I M,. w o I 9�9NRaAA m p 1 i IraaAi A• , H; _:. -• i _ _ 1'-tw 1sxaAE Fn tIOIRAE a 1- Ilnr;uliLE9N - •, I .:, --- I 1 rI1 y5d O ANfIT 9) ,�S2j I rRn 0 i rAn 0 1 1 I_ i - 7 I - P - . .I _ ) - .!. - . . . . . . SOR AVU• I,/.Y-2h1• ) _ 11/.,._MI• '' 1/M-29VP , ' ' OF i' /-•� ii 6An W/ - . ii Mrs r/ ._ I - lit 6O14 r/ , I 1 MAX i.i� WYlb ,aR fAC1H '-_ i IWWNGAN' O[AOIT�(m.. �__� ---.N IW90•Ni11 OfAON .)' - i • i ; i V I 1 -11(V I Ulf I 1 1 11 L rW r i i I U) .-_ I • HH T - - —. 1 _ 1 p1 111 a) I I r w 1 1 �A �__pYT9,G =16t. =16p F w 9, 781y1E 9gryE I 1ba) t , T -GAX6 o aA6---I OF -L- PHAY -1 Spx -3• MP.. -- QM..®a® M018r1E t• Mt . V WIC OF Y• I• Min. f 3 LI"X S)' } i. MAX _ ANClIORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 - . ,N /tlw3/aT /I1 FOR W000 SEE SEL'710N5 ON SHEET 12 E:IIU. 7t1 � GD. E.o lY REGULAR STORM PANE15 _ i II� ELEYATKiN 'E1 I/r ac. - _... sGLE 3/32 .I O - " l_ I T , ( I L-E 1/4' MAX. GAP .. _.. I , 1 ' 2.57' -r- �: ..), ) 14"9-20.3/4' S.S. BOLT _-1 - I (MIN OWEF P _^MHaE IO LiY)R. j�'A� .W/ M a- 7/553132' wNG NIT _ ._ -- __ _ --- `�MM. O i2 1/2 D.C. CONCRETE ANCHORS _ -. •. - .--- -. rt © i ANCHORS STAITOEMD CONCRETE ANCHORS � - (SaSHEc HEDLAE ON 1/4• MAX _. - - _ , fZ1 W/ STIR (6EE SCHEDULE ON (SEE ScWGL E ON liY� W41T 9) 91f1 9) 1 _PDUA[D aT11CINER OR SECTION A -A (TVO.) mC1> .._. pDLNRRE Co� EEE DR CRCNNCC�1D 0.aCK SCALE 3/32'-t' DIRE MOUNTING M IRMDIRECTDIRECT AND N". WUNTING SECTION a IN L W IN I SCALE 3/e-1' SCALE 3/5-I" SCALE �/8t, �1%� p: Tl *, LcL y�.: PO EN •' �9 vr. FLORIDA BUILDING CODE IN h VelocityNu cons Zone C NOTE Fat COMBINATION OF SECnONS: NO 44167 WJmI nTEs9. NNa 20 DACE GALVANIZED STEEL STORY PANEL DOWN BY, Z E.O. -(SERE SCHEOUALEAON TOP A: BOTTOM MOUNTINGS CAN BE = * * � _ •- �. _~' Y/a/an Z SHEET 9) COMBINED w ANY war To sun ANY - ATE 01` 1L EC O t19e- GLOBAL PROTECTION PRODUCTS, U,C. ITE �, G Q. .�yy8/ Q INSTALLATION. NFL;. F RIDP.•-J�1 / � TILL TTaIMMOWAt O, W CCRINS . w COMPANY 91art tYH)Is-]6 o F )tY-9m 20-t 76 'NAy Sl NA.. Cu,i`-- TA,. Gro.: aw v'•'oL 1� °'7 "'_w' ICI. DRMRMG w NIIENN'•- WN7ER A TRAP x. PE m ,>-w - 9IRT A —.2, J NtIZ SHEET NO. SH 1.0. i Hsi n NZ a � 3' NNGEW ANaDIM eM aelmua a 9QIek9 • -�� FRAm � Y GONrxn / C 1p' I I I I ® fa I , , , MThoc I I I 1• I I I 1 I 1 1 , ' I 1 1 1 1 I I I__I I � , / I 1 1 1 N rm.Nnmaxn� IMaeHm . ,'" VI -_. WI.XP,E A Cx(AS (m ,om,AE 0. Ilan a k In I it WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS 6 A a_ r ONE,In 1 , s}I .•. two 6aLn x AAAi. I/•yy-a' 1• _ ww.d-r I L- --® ® Rn C ,i r_ iDPN'OAwrMM) l __ \ e. 1 r. 1• 1. ./ wm10+ . wr 2 2 LT Blain • T I/. EA/rAABLE \' t ® �• r�Nlo +6/,��r•�rrcON 16.'• J \: nILCI PURE 17 aUM, SLOW, SCALEI�•AI' SCAYE 1 { - 1 1 i �-_`� ��+ ) _ .� ._ r, � - _ - . ,T `` YY1 DETAIL _ I +, ; 5101Y Him ./5•-d Na RWl , �__-'' . -M .610 rOyOYM-�w. niM � s , root • rY so�M4 a .. lYi �.� FiWY PAAR W/P'd Ira Nrl9 1 •a �a OµOI M „IgIP,■ ,w,,, : xoa 7 i • 1 I I >:bnn NSW - I -„ED I II I II I yl� \/ im mDoc taWlK1•"OR 6■a'R I•� Y. [0 �. I.._ _ J., ! f ./_ I rot I" ANELW-r L1a PMa (A ,/.'• THIPR can Ir 550k.•1_-TS! D91•R R„YB //YR OMq.lul. 'j _ _i - T i _ •t I Now. AIIRF )- ' mil[ 2 s rA ® y� (M, p • p"T1M I/r� /2' 1 Na MlMril fM • LSa wLDI 66 ® i 1 1� ELEVATION SECTION .J4aE SPLIT STORM PANEL ELEVATION SCALE 1/4. 1• �S(11E 1/4•-l- sG1lE 1/e-+' D A EWIIOI,IION) i uul t uILu scWFeutt MOT. MULUON REWIRED Min. SPAN (n.) • TUE MULLION - 4 4•_6• 2' . J' . I/6' AHOO6 M so -SH N]LDIIIA ( W n1rAAAn�W�i'� RA'"�iNR NLIM111{r a A. Tr Y\`'��E > 4'-6- m s-r ,/a• 2' . 4• A > V-8• TO 6•-10' 2' r 4' . 1 4' - p,`M'� ` E' ` _ f No. 44167 ` = .. > 6'-,D' To 8'-D' r . 6• a ln' V i01t S.D DESIGN PRF33DHE RN1NG SECTION t PM�"�'"�'Alt L'iESE� sLENa °Rrz" E° SCALE 3/0-1- NOTE: MULLION CAN ALSO BENEL INSTALLED W/O STORM PAS ON TOP on BOTTOM So THAT IT 6 LOCATED AT TOP OR 8011061 OF OPENING. (ONE PANEL OPENING N/ TUBE TOP a BOTTOM) • rAP4°G,R I N ,vNn VI.g-mas • 7 AMCOR®n. i p >Q NPNaMa a FAmN l m CI•a SCALE: 1/4- - 1• SWALL TWE 2W SCALE 1/4' - 1' NOTES, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.T. AND PANEL'S LENGTH UP TO 8'-8•. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COMBINATION OF SECTIONS TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE f.EN iNG t FLOOR MOUNTING WALL t FLOOR MOUNmm I161'1LLATION - &M NNATIVE IOW INSTAL L A - ALTERNATIVE SW (SECTION AT TOP IS LIMITED TO +56.5-67.0 MAX. 9CALL' 1/4' - i- A.S.D. DESIGN PRESSURE RATING) SCALE: 1/4' - 1• s i • Na I �.: m I eAe ND.• __ -_ iOWIIrON Ne LANAI aWl FILM kd0LffTM IMALLATIOK - SECMN 4AW���w CONCRETE ANCHORS CONCRETE ANCHORS FOR CONCRETE AINCHO S: SEE SC EDLAE ON SWEET 14; s� Ow (SEE 504mu - FOR WOW SCREt IRE SECTOR ON SHEET IS (SEE9� \- SMEET 14) 1. Z i 1W/15 .\ Are- 1/4, 2/4, 20. 3/4 or+ 4/4 1, 2 4 1W/IS J COMAE) CONCRETE - .500" REOUR:• ware CONCRETE ED d � \ "' • I CNw2 � �� Cent. I - l Fl T�` i l f 1 T i.. i 1 i iTT TT1.1 (wwjmR P (NREROR PAIL) (INTERIOR PANEL) (EEO PAFEL) r SHEET M (E) PANEL)I III ICON To auds; 1� Ii°" TO GLASS //B8 qy/ AO 19il? O ��(RI . WIGMV,/ EYPT b EVIL E• SKID 6 12 I/r O.0 gv 14 ,/2' o.0 T ItlIlt 1/4••A,• tlApllE l/I so r(EASEI)- 3' Mn. 1rASE O))'I6 12 I/2' O.C. 1 1 _ >_-. __ 1IN11- - - 1 (SEE DIE. ,/14)I - To U6"tI ,/� Yip Iy (BEE GE. 2/14) j I R I I WIVANATE LOCATION AT END PANES) ' ( I (SEE OEOLS ,/14rb IT- P • (NLIWNTE 100JR)h END PANELS)1/,4 OR 1 ® ( ; I (AAE22/.) PORED COAKYETE� on CONCRETE 1iPEOULNED $ + y SJOCK REAL r r A 2/4. 2A/4, 3/4 ER 4/4 i. 2 YW d Il Z k 1W/15 ALTEPNATE LOCATION 1.•- - I _J ON LIFE SAFETY PANEL << I AREA N/No LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE IBELOW) I... REGULAR PANELS W/ OR - - -•3 - SAFETY PANG -(. - - w/0 REGULAR TRACKS (SEE Nor[ + EIAWA) • PAST PANE. E(i TO E INSTALLED AS CONCRETE ANCHORS ,,. (SEE SCHEDULE ON / ..,;;. .. ,• FWONILE LIFE SAFETY SRRN PANEL OPE.MNG SMALL WIONREK SKIT 1.) '"m =,own NS. CONOIIW) m�FACLFATE NiE1Wm pant RDUMCD - � TO E INSTALLED OR REMOIED FROM INSIDE a STRUCTURE `per pw 1.) ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATNN4 SCALE 3/32--'' - SECTION 1 SCALE: 3/8' - r• - SECTION 2 SCALE: 3/8' . T• r,/.. Me 2AR ®®°A 1 ' 1 vwl"•.�_ NOTES ON LIFE SAFETY STORY PANLL SYSTEM INSTALLATION 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 DR AS AN INTERIOR PANEL. (AEI' PANEL LOCATION N BETWEEN END PANELS). B %1 8 TD■WE LOG,IOFI AT LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED A IACENT TO REGULAR PANELS SINE NONE ,) ULA (W/ OR W/O REGULAR TRACKS.) 2. LSE SAFETY STORLN PANEL CONSISTS OF 0.039• GALVANIZED STEEL STORY PANEL AS SECTION B-B PER COMPONENT SHEET 2 OF DRAWING. SCALE 3/32--l' THIS PANEL N10W5 ITSELF TO E REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. 3. UFE 0SAFE0TY PMN� REWIRES TOP TRACK TO E COMPONENT a)k BOTTOM TRACK TO ASS'AMNNHTI PFA7 BE C M�NE�JAAt®®L�AS PER SHEET 2 OF THIS DRAWING.�T./ 9 COMPONENT ®WY E INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I k $•)' : ''BENS F •• 2 ON THIS SILENT. AS WELL AS DETAILS 1 k 2 ON SHEET 14. .21`,r FLORIDA BUILDING CODE (High Wicalty HUrrLCOM Zone 4. Min. LENGTH FOR COMPONENT ®IS IS'. , NO• amo nwpa Na HOOK. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM IS GIVEN ON _ : 20 CAGE GALVANIZED STEEL STORY PANEL Br, * $[/EDUCES 1 k 2. SHEET 14. _ COMPONENT ®MAY BE PERMANENT OR REMOVABLE s. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME euLWNcs ON s Er 15. OR►O PRODUCTS, LLC. oar ' (L E G O FNc. GLOBAL PROiEAMCC j &.. 51 SUMET 6. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF ''h FSS ORAL �'1(�M' .' rA, i s, Naas. Lws�"PA: NOHs L65•)6RP-7w. FAIh (aF)es-r2F7 20-176 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/W00D RAIDS. ll1 I/N/NnN1 N-.: /3eN o+-+sN - Fr : taR m-IA, C=OA16 PL �rt PALTER A Tun A., PS «, MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE N ALD ONLY FOR PAN119-b ArQ OWALLATDNB AS PER SECTIOMS I TIRE IM ON SHEETS 4- S A Al MAKMAM LSD, OE9W PRESSURE (-P7.2k Me.. LEIaTM (-1 R. %, EP/IIA71011 To a" P",Q CONDITION Itn 10 9FLrld6 OF Da .55A 1'-6' OR U3S 2 ,/.- UNBOLTED 1 TWRI 5 a 7 4553. -7i0 » '-5' TO r-r WA. 2 3n' UNBOLTED I THOU 5 a 7 .5.0. -720 >8•-r to IV-2- M... 2 1/2- • 6NP Al 6 .43A -.e.0 12'-4. OR LESS 3 I/r AT OVEWAry L 0 a t0 • 60LTED W/ 1/4'0-2011' SS IRS a 661a1U1 AT a YOLEM M K P.V4 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.1 ONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULARSTORM PANELS n R f(A INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (WED ONLY FOR PANF15(17k QA smAt1Ams AS PER SECTIONS T TIRU 7. ON SHEETS 4 k 51 MAXIMUM AS,0 DESIGN RAM1)TO . MADMIA MD*M VACIF6 FOR E0. - 3 1/r - APPLICABLE To SECTIONS / a ANT ENiGN or THEM MMERA" PANEL LENGTH t' (1) TA>COIN CF TM -CARP CNN-N ANEEAAaE Fr1RYE 0 iANIElN1[ KMS CONCRETE To CONCRETE, ET ,O CONCRETE m CONCRETE TO Cmmw TO CONCRETE m CDCAM To C � TO CONCRETE 70 6' N/A N/A N/A 6' N/A r AEA 6' S' N/A MIA e' r 6• a' 6' 61 t (BORON) B' N/A M/A N/A 6' N/A S' MIA r N/A 2 (TOP) S. N/A N/A NIA 6' N/A S' N/A a' N/A 2 (BOTTOM) .553. -7i0 S'M�IAN/A N/A 6' N/A r N/A r N/A 3 a IOOLESS (EDIT) T'-S' OR MESS N/A N/A 6' 6' r s• rIETM)N/A N/A d- N/A r N/A 6'N/A N/A N/A r 6•6'e• 6•6'4 �7E, OM)N/Al2 1/2' 6 I/4• 12 in' a 1/'- 6 1/.• 6 1/.• 6 1/.' 6 1/.- 5 OM) SEC gem la aI I FOR Amct "PE a SPACING ran WST1LLAllOHd AIW WOOD FRAME ■Rl)MD. MAIN ANCHOR 9VIS S AND MINIMUM EDGE DISTANCE ARE OSCAOED ON EM SCEDIEE FOR ED. LESS TNM NDrATED ON SOIDIRE RE0L0E ANCHOR SPACING by M LTIPLVNO SPACING PC" ON SCNmuLE R THE F'OLLaM10 FACTORS. FOR THIS OPERATION TO E POSSIBLE IREDMICED SPACING OBTAINED USIA FACTOR 9MIL NOT E TLSS THAN MINIMUM SPACING IROCAm FOR EACH ANCHOR TTPf AT AHCIARS LEGEND. m� TIRE ROPER O taP-i 6 P•'m du-M Iatrlr r Move, MAONM 0.) 3 3 3 ) , ;n ••wN.nA.S r4..r OA) a 3 a 3 3 3 +n W .va RPlrr w O+J 3 3 3 1/3 1 3 1/2 1 3 1/2 AWJL Ei of amum VIGOR 3• ,m ,m - ,m 43 - 31 /.- ID.. Sn• TARO SASS KOM W/ MR PANT LENGTHS UP To 5'-0' AM 6 1/•- O.C. FOR LFAAn6 UP TO IT W. oa /14-,o PAwtu" [ FEMLE a OR pwimaE PLEA 6 12 1//2t a C SHIN 1 1/2• W. TMWAM P[NEIRAIIpN 10 HEADER me AL LENGTHS UP I t ' 1 F i t,I , I I 1 I I 1 I 1 I I I 1 1 1 1 d E[L - oN 9I¢* e ' FOR Mn. SEPARATION To GLASS I , I I I EO' EOI I I I 1/4' LO. a 5/r LONG aRAiS BUMSNG W/ 1/4'0-2W* S.S. Y.S. 6 6 1/4' O.0 FOR PANE UNIT" U1 TO S'-D• AND 6 1/4O.C. FOR UDCTNI IF TO r-W LNA . 2a ~a,Aam OR f14-10 PANLNIE FEW" ID oR PNELMTE Pule 12 1/2• a E tWiN , MM THRGED PENETRATION A IaDNOnI OF OB1eb WOOD RATE FOR ALL LEM" U► TO a•-r Mw. SCALE 3/8-1. INSTALLATION DETAILS FOR REGULAR PANELS CAE 1(� INTO EXISTING WOOD STRUCTURES , � ,/.�/ro/r2•uNc■IAsaRleWla P 4' oc P �� i ' m bMiNR .000'BE°� 4' :1 ave r 1 2p ED n 1Tby EO ED 4 ' - EO to EOI, I 1 L 1 1 .mO •WADI I REaa® , �.am NMTa .om HERD1 , - afOR® e2arm I g 8 ALTERNATIVE t W ALTERNATIVE 2W SrAF 3/8-1• SCALE 3/8-1' r �SSEPARATI�ON a TO CUSS. I cv. r4irt1{gP 1 EON N Ea ( 1 EQI El. De ED r E01 ACC 1 - / �• �-! _ RaAaEo 4 _ K .ui • r o. - v n > roc • ALTERNATIVE M ALTERNATIVE 4W C.• PLATE a NatrOHN IRA PLAC SCALE 3/6-i• SCALE 3/8-1• ;ZT�,T�NATIEW000 PRAMSCONDRIONSA ANCHOR LOCATIONSA uw AUWn►AM N A•nnu NOTE : SHUTTER TRACKS MOT SHOWN FOR CLAIM NOTES. 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PST AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PAVE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COMBINATION OF SECTM5' TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. B EEMU&�m STUDS 0 EVERY OVERLAP (12 1/2. OC.) TO HOLD PANEL SEE SEE INTERIM PANEL \- ENV PANEL O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING 6T4JL I : WA MiLINTING INSTALLATION B SCHEDULE A.S.D. L AND CORRESPONDING ; S A P . A .16 i SPACING SCHEDULEP7 FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES 1l W1 WALL MOUNTCONDITIONS T•.' A : !HIT•, FLORIDA STUDS 0 EVERY 4102 1/2' 0 C.) HOLD PANEL- 5/0* MIA (CASE ) 1 r M.. (CASE 6) r (9- MAXIMUMASD. F•RESSIIE RATING r.` VFW. OF CA P-W OYII-N PNEE 0 LANT FEMA f NEU AR PUb E TO c0HR9raaaN OF TIEJA yNyw PANEL LESIa1H t' (a) m OONCro11ETE BLOCK ro CONCRETE BLOCKL CONCRETEmio CONCRETE TO CONCRETE BLOCK TO CONCRETE To CONCRETE BLOCK B' N/A N/A N/A e' N/A B' N/A 1 a 2 (TOP) 55.0. -72.0 9' 7' 9' 9'9' S. 9. 1 (BOTTOM) S'-O' 0R tESS 6' N/A N/A N/A 6' N/A 5' N/A 1 k 2 (TOP) +55.0 -72.0 9' 5- 9' 6'' 9' 9' 9' 9' 1 (BOTTOM) S'-0' TO 7'-6- +ss.o -72.o 6' N/A N/A N/A 6' N/A 6• N/A 1 k 2 (TOP) r-a' TO 9' C g• 9•6• 6' 6' S. 1 (BOTTOM) MANMUM ASD. DF316N PRESSURE ASE I (SIB • 5/r MA, FEAR TOP Or ARE[) GGet N (SIB 0 r MA FIRM NO Or AAGUO APPLICABLE TO SECTIONS 0 k COMBNNATD MAXIMUM PAN EE� LENGTH 'L' (R.) TAPCOFN - _04 RATINGs.E OF THEM 449.2 -61.5 ]• 3- 4 1/2- 4 1/2- 2 (BOTTOM) 7'-6' OR LESS .52.8 -66.0 3' 3' 4- 4. 2 (BOTTOM) 7•-6- OR LESS 455.0 -72.0 2 1/2- 2 1/2- 4' 3 1/2- 2 (BOTTOM) 7--6. OR LESS +55.0 -72.0 2 1/2- 2 1/2- N/A N/A 2 (BOTTOM) +55.0 -72.0 N/A N/A . ! 3• 2 (BOTTOM) 7' SEE I SEE I I -INTERIOR PANEL -END PANEL W EDRAE r S ULE /?� 3 ACCHOR M- ANCHOR II AG 3' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCAN. 3/18' - I• MAXIMUM A.S.D. DESIGN PRESSURE RATING .S.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE IAPPUCABLE ONLY TO SECTIONS t k 2 INDICATED FOR LIFE SArF1Y STORM PANE SYSTEM ON SHEET 131. wren AID Do6N ,rA. PAHm TDMn+ PNIrJB4 MtIR t• 0L) IAIrMY 6AME TGA Nt PAPA rOYIION 2 3/4' 1.6atm SEE 9EET 15 FOR ANDRES TYPE a SPACING FOR NSTAUATOM6 Nm POW FRYC BWDONO. MMWRIM ANCHOR 3PAC•OS AND -UN EWE OSTAA ARE NOWAX0 ON THIS SCHEDULE. FOR ED. MSS THAN LOCATE) ON SOEOLLE RODE ANCHOR SPACING BY MULTIPLYING SPACNG 9tlWN ON SCHEDULE BV M FOULOWNG FACTORS. FOR THIS OPERATION TO E POSSNELL REDUCED SPAtl1O OBTAINED u!D FACTOR 949L Nor E LESS THAN MIFYNM 94CM INDICATED FOR EACH ACKAR TYPE A ANCHORS LEGEND. 1/4•. 1/r. w- I/r. 1/4-. NOa NK ._- aR fYPLTW -P P TMAiIi .__. L nA 0 _ -_ WR-N ._._.- PLUS w Avoca SMOG Ox) s a 3 3 2 1/2 •MRs■AIG EA) 3 3 3 3 3 Pa M■AI w 0� 3 3 3 1/2 3 1/2 4 A.IBL [Y CARE BIESW NRGLaR � A - 2 O• 3 Vr GEN 41•'ti'� No. 44167 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS (jL9 INSTALLATIONS INTO EXISTING CONCRETE A( CONCRETE BLOCK STRUCTURES NAUD ONLY FOR Pmas nk Q Iww.LATIWIS AS PER SECTIONS i THau 10. ON SHEETS 4. 5 k 6) MAXIMUM WAU" ANO DAS SPACING FOR EO. - 3 1/r LS.D.DESIGN TIPOON CF TAP-OAP CALK-N PANEUMTE FTri410E ►ANEUWTE PLUS SOLID SET �'S 10 SECTIONS / IO MAXIMUM PANEL �, RATING (pslJ TO CONCRETE ro CONCRETE BLOCK ro CONCRETE m CONCRETE BLOCK m CONCRETE m CONCRETE ROCK m cpNCIET[ C CONCRETE BLOCK ro CONCRETE m COr4rAER BLOCK TO L3orNOErE CONCRETE C BLOC. W21' F THEMnoFI E THEM IE16•TM t' (6 ) 6' N/A N/A N/A 6' N/A 6' N/A 6' N/A N/A N/A 1 (TOP) 6' A• N/A N/A a' B. 6' 6' 6' 6' N/A N/A I (BOTTOM) a' N/A N/A N/A S. N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6' N/A 5- N/A 5- N/A N/A N/A 2 (BOTTOM) 55.5. -72.0 6' N/A N/A N/A 6' N/A 6- N/A 6' N/A N/A N/A 3 k 4 (TOP) >r-5- TO 9'-8- OR LEM 6- A- N/A N/A 6• 6' 6' 6' a' 6' N/A N/A 3 (BOTTOM) r N/A N/A N/A 6' N/A 6' N/A 6• N/A N/A N/A 7 (TOP) 6' 4' N/A N/A B' 6' 6' a' 6' 6• N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4- 12 1/2' 1 8 1/4- 6 1/4' 6 1/4- 6 1/4' 6 1/4- N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2• 8 1/4' 12 1/2' 6 1/4- 6 1/4' 6 1/4• 6 1/4- 6 1/4- N/A N/A 5 (TOP/BOTTOM) 8--8- TO 11'-2- 55.0. -72.0 N/A N/A 6 1/4- N/A 6 1/4- N/A 6 1/4• 6 1/4• 6 1/4- 6 1/4' 1 N/A N/A 5 (TOP/BOTTOM) 8'-8' TO ll'-2" N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4- 6 1/4' 6 I/4- 6 1/4- a• 9. 10 (TOP) 43.11-480 r 4' N/A N/A N/A N/A N/A N/A 6' 6' 6 1/4- 6 1/4' 8 (BOTTOM) OR MESS 6' I 4' N/A N/A N/A N/A N/A N/A 6' 6' 6 1/4' 6 1/4• 9 (BOTTOM) 12'-4. OR LESS N/A N/A N/A N/A N/A I N/A N/A 1 N/A 6 1/A- 6 1/4- 6 1/4- 6 1/4' 1 10 (BOTTOM) SEE 94CM 10. 11 AND 12 FOR AI04M TYPE k S/ACNG FOR INSTALLATIONS INTO WOOD FRAME BLAIDPD. ANYRIM "MDR 9NICN05 AND MINIMUM EDGE DISTANCE ARE INDICATED ON ?HIS SCHEOUE MR E0, LESS THAN INDICATED ON SCHEDULE INDLU ANCHOR SPACING In MULTIPLYING SPACING SNOBN ON SCKDULE BY THE FOLLDMMC FACTORS. FOR THIS OPERATION TO E POSSIBLE. REDUCED SPACING OBTAINED USING FACTOR SNALL NOT E LESS TARN MWWIY SPACING •er,ATED FOR EACH ArNO TYPE AT ANCHORS LEGEND, 1/4'0 ,/.•. ,/.•. 1/4'6 1/4•. NYEJOI Tom1/4•* WWN Ci TII-R! IDEAS0 PLUS dDift CAUL-elSOLD-EF ME, AC w SPACING OA) 3 3 3 1 ) 2 ,n 3 ••eM oarATn o.N..M n.) 3 3 ] 3 ] 3 I/2 (A. ale., RAM OA) ] 1 3 1 3 1/2 1 3 t/2 AGREE 9A OM BONY) IF A c T 0 R 3e 21/2' _ _ S.- 3 yr Im - Im Im INSTALLATION INTO DETAILS FOR REGULAR PANELS EXISTING WOOD STRUCTURES CI) do TA x I, .. __114-10 PANEUMTE PLUS B 6 1/4- O.C. W/ 1 7n' / ._._Y I;�I ..../t4-10 PAffi3WTE PLUS _ ,., i a 1 4- O.C. N/ I 7/a• -.� • __fit{-10 PANpANTE PLUS • 6 1/4- O.C. W/ 1 7/8- TMEAED PDETRATION TO , • PENkTRATION ro w000 11EApER - THREADED PENETRATION r0 - EKSTIrG WOOD HEADED N I EXISTING HOOD HEADER REQURED i i EXISTING NOW NFAOEW <II TA1^I,3/3S' • / r D•Y ,• fm T MIf • WPG LMOM SRD • 1MG ! IVOR 91Sn O • ._IRA : cap, STUD • IleWOW REHEADER- ,'I WREQULREOOOD SEE FOR MA FOR INL 9sAaaIGN1 FOR RAI SEPARATION ro a� TO CLAM 1 ' 10 IBA6 PANEL LENGTH /4Y-tMn' 6S (SEE NOTE 1) Lbw PANEL t/rF7mn' SIX ( UI LENGTH NOTE i) ( t/4ti-2att• SS 3/m,PERR PIANO.PIANO.LENGTH (SEE NOTE 1) }{L��� 3�/32'`/wcT wn � ]N]//3342, 6N67 .. - ' �_f_ixlN•. O.EIaiP P NU, • EYON DYQAP -- 1 • lSOR-aaaN. ! , .. _. ) ( wX 11 OF MAXF MAX rn MAIL lY 0 M,LS'P•1aT1' � : Ian • �_ � 7/T. LY a" STD •! 6 Ile1 f0 -` p 1 • 14 1/4' D.C. ED .. .. )D 1 EE __-.. _ - I __ 1 + ♦.. 1/.'P LAG St7lEMS • 6' O.C. N/, t/2' 2'.4' wT,)DO PLAT_[ _ REQUIRED YF4' WOOD PLATE 14-f0 PANEUMTE PLUS REQUIRED T•x4' NOOD_PL(I _ _ REQUIRED NR. 1MREADEO PEEE7RATDN AT I 0�8 oADED P.C.TION .8. MD WIDTH OF PLATE - i ' c j taDRO1H a PLATE I. -- 6` l /LAG � 1 1PEREIRATKN LATION THRFAED :..._' _ 1 AT MIOYIOTH OF PLATE SCALE 3/8-1' DIRECT MOUNT INSTALLATION DIRECT MOLINT *U%W ALTERNATIVE I IMALLATioN ems: SCALE 3/8-1- SCALE 3/6-1' 1. INSTALLATIONS FOR ALTERNATIVES BIN. 9W k IOW ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS PANEL'S LENGTH UP TO 12'-4'�TC•,..:...,,• UP TO +43.8. -48.0 P•6.r. AND AALSN11i111 T✓ L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN DENS'•• '7i PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.. y}P�P.�' �% F FLORIDA BUILDING CODE (High Velocity Hurricane Zon• MOTE FOR COMBINATION OF 4sLT1ONS No, 41 = * C °4OR0 /1T�R. 01C 20 GAGE GALVANIZED STEEL STORY PANEL rP. OPINION BF TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY ' 'a'. S lE-'.fir `�? '490' F( T111�1 !, GLOBAL PROTECTION PRODUCTS, I.I.C. • • • G C O4m 02 a,<n0.2R INSTALLATION. R10 .y✓Zoy A"'TWLY�r .,Fs' •� M A ENMN Cb AHY 3r ><. i-,w a Ntir1r arm• R b+R &a. 51 saw -7 2 w'• PINp,< (F6.1w4-75.5. CAN fes4)P66-nn 20-176 Sr AAAAAI : osI m-,m pM'2 Ne: 1NiN�9i. Y/4/9PMTUE/DIIR A 1p., y RI PE 'low7 9Q1,a p 26 INSTALLATION '/''• LAG SCIEWS 6 r DIG. IF/ , , w1. ,WODOE0 PEEIIMTON ' ro 1'3e2a+a+G WOOD 1IDIpEe DETAILS FOR OPTION j 1 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES t' I 2 ED I--- ED - OR EOI E� RE•=OUR[D'' 1� E0�_.- r EON._ ' I REGINALD ROGO, WADER STUD 6 12 ,/2' GX. ALTERNATIVE 1 ALTERNATIVE 2 1/r TkA _ (INS) (EE� s/a4�'NFrv,F NMEAENC ix oc roQ/i , ON 9NE6 SEPARARON I '/ $ EO`E EO' - ED (; 1 EOI II EW L_ _ q1 EO 6 --. PLATE ROOD L AIE WDOO PLATE 1 8 aA ALTERNATIVE 3 ALTERNATIVE 4 rRE«yueEp I/.'. LAG SCREws • r O.C. W/ 1 'Ir Mr, THREADED PDREIRVIN OR /41.0.4/0' LONG WEN BUSING W/ ,/4'.-ARE• S6. Y5. • r O.C. OR ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ,/4'/-20 PNEL3MTE FEMALE 0 OR FAFEENI7E PLUS • r O.C. W/ L Vr Mn. OED NE REAPENETRATION TO fxISTeG WOOD 3/r . t- PLATE NOTE : SURER FBA= NOT 9NOrtN FOR CLARTY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W BONE• 3/r - I• NOTES , INSTALLATIONS ARE ONLY VAD FOR GUL DNGS " &S.D. DESIGN LOADS UP To .55S. -72.0 Pd ND PANEL'S LENGTH UP TO 8'-w. 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BESOLMLERN PIE ft. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL CODE (iDah VelocNY Hurricane Q� i U) m p� (D }. U N U Q- O O C CL U O O O !� O O E LL O .� -0 O F- -0 .- U) I. _ Q o >LO O T' co N a-M x `D t- f- • J L t r = ;5 / a j, O O -3 - C) . . ¢ t rl� L r, Cn ^�\\/ W 2 _(D +--a Cn =3 CIO CDL CL U CIO 0 L_ '('^^ V! CIO W = Q z Z Q J CL. SHEET NO. SH 1.1I .-----._ _ ------ ---- ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 A 20)__.___ 3• MAX. 3A/t7. "/I?. 5A/19. 311/17, 41/17. BB//0. 3' MAX ' I' M. I I GW/n. 7AW/19 a SAW/20�MP/19. 71w/19 a seep/20 1- MW. D.M.or 4Q -- O O O O O O 0 caQy (Q1��� I i �t cR� PIGAM PAN[t L!t SIN['• SIOY PAtL WOOIIM ANEL j T '; Nan w -i _ I I - L� .. WIC IPI�W��Q - t •�,� -• ---- _ r 6. �. �lLarlow ��V[I>XAxI/ y �I D.11I NIC TAR a MA a A19R nX6 3• MAX. IMI 4A/17. 5A/19, A//741/17. 51/19. 3- COL%. I• YIN. SAW/n. 7AW/U a MW/20 EVIERM 9119'le. 7M/19 a aserm I' Ma.' ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 a 20)--- - -- - - - OPTION #2 FOR LIFE SAFETY STORM PANELCti ELEVATION SCALE 3/16'-1' t/4' ANAK w Od Efro � ONN OAWIR t W,OL wLL17 Q LIR IAFLTT _ Q OR EXTERM SECTION A -A SURE 3/16•-,' MAXIMUM A.S.D. Mo.. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (P.6.1.) L (It.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 8'-8' 2 3/4- I UNBOLTED ED It V MAX. PANEL LENGTH (SEE SCHEDULE) Nurr(can• 1/4• TAPCON ANCHORS INSTALLATION DETAILS FOR INTO EXISTING POURED _ _ 1/4• TAPCON ANCHORS OPTION CONCRETE #2 FOR LIFE OR CONCRETE _.1/4' SAFETY STORM BLOCK STRUCTURES TAPOON ANCHORS PANEL SYSTEM ,14• TAPCON ANCHORS 0 9, O.C. 9 9' O.C. 7 9' O.C. a 9' O.C. POURED CONCRETE.. POURED CONCRETE_ POURED CONCRETE �' POURED CONCRETEon ` CONCRETE BLOCK QUIRED OR CONCRETE REOIAREDREOURED . r{1 �` BLOCK .._.E1_�` BLOCK I¢OU:Tm 1 BL�OCN REED ' 11a. -i ) E.G• I ED4 MINT. -� 1 Aar - 1 �BRe[ m �L�7;NL RUNS am pap UIN e \i r ven ,e I RED IN fm a I I p � Ca"-1 EXIST•JGL,,,' I EXSTPLr,J E0571 NSN..J 11yI R GuSs I 3/]}• Ree MI• • UJI,V TAW aoMP eI f Snr •Ne Kul • ' I __� • _.1 I � CYO e,QM ' ' 1 I E.D.f ED ! E D.f 1/2 tPP/S. WING NUT WASHER -{. 4'S.S. -T'J Y.s. W/ WING NUT WASHER A • 2" WING NUT _O��78'f WIND • 12 1/2. Ox (BEYOND) WASHER O 12 1/I' O.C. WASHER (BEYOND) A' TAPOON ANCHORS 1 4' TAPCON ANCHOR$ _. __Y4- TAPCON ANCHORS _ 1 4' TAPCOM _Il e 4 1/2' O.C. ----� 4 1/2' O.C. e 4 1/2- O.C. (STAGGERED W/ STUD) (STAGGERED W/ STUD) e 4 1/2• D.C. _.. POURED CONCRETE POURED CONCRETE _ -POURED CONCRETE POURED CONCRETE OR CONCRETE INDU OR CONCRETE BLOCK OR CONCRETE BLOCK DR CK CONCRETE BLO REWIRED WALL SECTION 3A REOURM WALL MOUNTING INSTALLATION WALL SECTION 30 REQUIRED MOUNTING INSTALLATION WALL SECTION 4A REQUIRED MOUNTING INSTALLATION O REGULAR PANEL SCALE 3/8•-1- 2 LIFE SAFETY PANEL SCALE 3/8--1- 0 REGULAR PANEL O SCALE 3/8•-1- SECTION 4B LINE SAfETY SCALE 3/8'-t' PANEL SEE T• to ! 20 TOW uWRO MF,W WYPE SPACING F SPACNG FOR INSTAWN6 MID 11o0� 1e r• Na1 eNAIOe pV ] IRIAC 1UMi6. l YNAIMI ANCHOR SPKNGS AND 11PNIIN EDGE DISTANCE AIR NOTATED ON INS •rW rRM.lm O,In,MN W ] SCHEOW FOR CO. LO ESS THAN NFATED ON SDC UtE REDUCE AND" SPACING E ALII4YNG VACI NG SHOWN ON SCHEDULE MFr.I ,O,rrN, y Pa 3 AMA 9i 0M aselew MICRON Of M FOLLOWING FACTORS. FOR INS OPERATION To E P'OWKE REDUCED -- --. - , In' WMCrG O9WIED L"m FACIVA NIV.L NOT E LESS 11MN MAMA S11WRG f�G,wn 2 tn• - M, DOI ANCHOR TYPE ON INS SORORE r _ ,m J 'Ir FLORIDA INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _..IZ4• TAPCON ANCHORS _I/4• TAPCON ANCHORS 9 9' O.C. O 9' O.C. POURED CONCRETE _ POURED CONCRETE OR CONCRETE BACK. - OR CONCRETE BLOCK. REOURED III-{ 1 REQUIRED- kipi E.D.• E.D.• 17 I l� N I EXH&iIJO„ I C1A55 I a 1 I 1 I I 1 i E.D.• ' r 1h10Y PANEIAMTE PLUS w/ . Y . 3/32' WING NUT RASHER IS 6 1/4. O.C. -. POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATION •SECTION aSA O REGULAR PANEL SCALE 3/8•-1' TEE OHM It f 20 FORANC1O16 TYPE ! �N ISLE -w.XN _. 1/4•. I4ii.- _ ftw SPACING FOR NSTAIAl,dl4 IRO WOOD M NWIWw EPrmW 0.0 ] ] FRAME WALE . MIAMIM ANCHOR SPACINGS AND MIAMI MSG[ OWANCE ARE Mm drAlON ?HIS] •mM r11•Aa 1'4.aA O.J ] SCHEDULE FOR LO LESS THAN .IDXAIED ON IAL SCH DREDUCE ANCHOR SPALw6 BY WLlLYND 914CNC $.am ON 90HOH1AE wx+..N aw ekr pJ ] ] ,n Aaft EY "K ■ e" /ACTOR RY THE FOUOMC FACTORS. FOR Rs OPOMPOK 7D E POMKL REDUCED -- SE MC fTION IA6C PACING SNNLL NOT DICULD E TENCH AN ARWIW SON THIS ISCHEDLA idl FADN HONOR TYPE ON INS SCIIEDIAL 2 Y - - ,m - -.Im 1 t 2"oNT. jfM >owKem, m -CD .. F aus o 1 fNN�r 1y EX5DN8j j A GLA55 I r� •i rJainti I lJ_L_' MAR ,M • -+ I I I EO.f 14-10-. PANELMATE PLUS W/ -- /e'r . 3/32' WING IM WASHER (BEYOND) -POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATION SECT" se 4 LIFE SAFETY PANEL SCALE 3/8'-1' FLORIDA N cn N Fu 0 U N Q 0_ � 0 -a O C .0) Ca U -0 C O 0 O O 0- C O W 0 ICU LL ,- 0 i%� -� CD 0 L ''C^U Q. a z z w J INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM LYaM R11 NETESE vALli1 E_z NANO STLYYMI PANEL axtsM INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES t. E-: HANG STORY PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) IU$ BEEN VERIFIED FOR COMPLIANCE IN a,) WMNwY EMBEDMENT OF TAPCON ANCHORS AND PANELYATE FEMME D A OANEWAIE PLUS INTO CONCRETE ACCORDANCE WITH T14E 2020 (7Ut EDITION) OF THE FLORIDA BUKDING CODE. BLOCK SMALL BE 1 1/4•. ♦7 ,, j, ♦. � _ "! DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. 0.2) MINIMUM EMBEDMENT OF 1/4.0 X 7/8' CALK -IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE. WOOD HEADER /ADER FOR A WIND SPEED AS REOUIRED BY THE JURISDICTION INHERE THESE 4RITTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. i. REQUIRED ODMII�L 6EOUAEF J OUMC _ �l 0 ,/4•I TAPCON O 8. O.C. - WOOD� FOR A DIRECTIONALITY FACTOR K0.0.85. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM NASA.) 1/4- 0-20 SS SIONALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH WTERYL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 ! 28. 4'. TAPOMI 9 6' O.C. ENGAGE 3/4- INTO ANCHORS. f 1/4'f TAPCON O M O.C. ,/4'M TMCdI • 6' O.C. , 4•. TAPCON O 6' O.0 I/W TAPCON • !• O.C. -- w/1 t 2' MM. i/RWADEO -- �9/1 ,/2' YIN. 71NREAOm IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 w 1 t/T' MM. TIMREAOED '•` - �A/1 H/T' YIN. 061FADm �/1 1/T' Me+. wwFADED _ -.W/t 1/2' M. 1HRFADEp D TICK AT WOOD PENETRATION AT W000 SMALL BE FIRST REDUCED TO A.&D. DESIGNI WIND LORDS BY MULTIPLYING THEM BY 0.8 IN ORDER TO B.3) NI CASE THAT PRECAST STONE. OR PRECAST CONCRETE DAFffL$ BE FOUND ON THE EXISTING WALL, TION AT WINO PENETRATION AT WOOD PENETMTION AT wgoD PENETRATION AT WOOD / - HEADER HEADER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BE16N10 SUCH PANELS. ANCHORAGE HEADER Nf.AOF.R ItFADEFi HEADER SMALL E AS MENTIONED IN 8.1) AND IN B.2). �' ' II y- J J IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A J3)L INCREASE -I , 1 ) I/2' , 4 ,A I/2• IN ALLOWABLE STRESS FOR WIND LADS WAS _ ,/2• I/4' '/T' , t/4• t/2' t/4' I/2' I/4' , / 1 1/4' NU USED IN THEM ANALYSIS. FASTENERS SPACING TO WOW HAS BEEN I' N I Yu. I 1'/4 �� I 1 S.P._ y IOU, _ _. _ I -..__ I DETERMINED IN ACCORDANCE WITH N.D.S. 2015, (C) ANCHORS MALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEOFXATIONS OF THE ANCHOR'S I T' f T I 2'.` FF ) 2• + r.... R , 2• .(_.. -N WOOD I/FADFR 2' N WOOD HfADL_A _ 7• Tom. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1828 OF �v iI REWaIm ♦ IA" REWIRED _ sI THE ABOVE MEWONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT j 2032, AS PROTOCOLS TAS-201, 11 IT SHALL E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER �! (1� _ O � II /�(�J TAS-202 MAID TAS-20J. IS TO E ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY E ATTACHED To CONCRETE. BLOCK '•"^'. /._., L �{ (__ ONT. t-^ CENT. OR WOOD FRAME BUILDINGS, , - L_. I;. ! u _ _ 2. THIS SYSTEM HAS EEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENNG ACCESSING THE OPENING FROM THE R� O INSIDE W/0 THE 115E OF A LADDER OR ART. THIS APPLICATION IS VALE WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONRMCTOR IS TO SEAL/CAUL( ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS ® CD LXMTN C Nti SV/AAION O FY151.1G i rn. gWM1OK O I �. 1614AMKW FROM THE INSIDE OF STRUCTURE.CONTACTWITH THE BUILDING 10 PREVENT VAND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL MOUND FULL Ur• �J RAW"h 3. SERIES LOCO W5TAWTON 5 APPLCABLE TO SINCIE AND WUBLF HUNG STYLE WINDOWS WHEN INSTAL1Alld1 IS REOl16tED TO BE J 'L• Yr. CLASS '{- l'- SONED'i 1• Alm. ~I Ohm fPEUAE - (SEE solnm E PERFORMED FROM THE INSIDE OF STRUCTURE 1 ]. SWORN PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN 7H1& DRAWING PLUS ANY BUILDING AND ZONING / PANEL LENGTH I w Wm tq PApFy tFHGfH PANEL LENGTH I oN RR6r q •L. Yoa. EXISTING oN y:¢T 16) REGULATIONS PROVIDED BY THE JURISDICTION WHERE DETaAR IS APPLIED T0. Q C` •J- SERIES IS APPUCABLE TO DOUBLE HUNG AND ' 1 4-.-20.1 '` ^`.. ( p�Ip>AE t/4Y-1D.t• (sED EPANEL � BELOW) HDA I ON (SEE NOTE 1 BELOW] 1 4Y_ CLASS (SEE NOTE t BELOW) 4 IPWAUATIp01S REWI EDTO E PERFORMED SINGLE THEINSIDE OF STRUCTURE. ONlM SLIDERS SINE WINDOWS WHEN (SEE NOTE 1 e[Luw) (gE nOr[ BELOO _ i EXISTING "AN f1IWS SEE NOTE I BELOW) E1051XO l ) 'L' MPI ' 'L' MASS (� SaEOYnE ( MASS , _ _ - PANEL LENGTH - •1 - - 14. A7PoUA1 WNDOWS N1D DOORS. P)C. E - 2 HANG SrORu PMEL SYStE)/^• IS PATpR PDO W I a eHaT 1 / _ T O _ - -_ 20at' i 7/ M.S. �/ I - -- - SS. Y.S. W/ - _.. -N - - -- - 5. ALL ALUMINUM EXTRUSIONS TO E 606}TB ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY TN15 ENGINEER IS GENERAL ANO DOES NOT FNLONDE -• L / 4 w 0 NUT - e 6 I rrtN6D Nvr3 J2' I , T- 8. L :` __ . 3/32• INFORMATION FOR A SITE SPECIFIC PROTECT: ;.f. WHERE 11tE SITE CONDITIONS DEVIATE FT(al THE P.E.D. 1 _ I I _ ---212 __ 7 8 NUr 1Y/ 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-Hts ALLOY. (� .� \/ • -. - (--. ' - - - - ,t1_ •Y- -� �• (b) CONTRACTOR TO E RESPONSIBLE FOR THE SELECfgNI. PURCHASE AND INSTALLATION INCLUDING LIFE SARI. OF 6, O.C?w�,/7" 7. ALL STEEL DE51CMATbN�w/ y- 58S lui (AFTER ROLLED). METAL PANELS SMALL HAVE STRUCTURAL DUALITY STEEL. FSTM A-853 GRADE SO Min.. GALVANIZED STEEL THIS DOCUMENT CONSPRODUCT BASED TRUCTION INS PSAFETYDT4TE 5 THECONTRACTOR'SDOES NOT DEVIATE FROM MTn CONDITIONS DETAILED ON Qf` .� i WIC TKNEIDED . �- ' S. ALL SCREWS TO K STAINLESS STEEL 304 OR 315 NS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER Dell W THIS PRODUCT EVALUATION DOCUMENT WILL E CONSIDERED INVALID IF MODIFIED. K-♦ >✓ 7•._-. Jl: � PENETRATION AT C. _ •... .. � _ 1 - L I ( swwml, a PUTS � - (�- 50078 W1 50 kf: YIELD STERENGTH AND 90 bi TENSILE STRENGTH A SHLLI COMPLY w/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. lU) � I (A) SITE SPECTRAL PROJECTS SMALL E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL J J ,• I �,,,- ly I ,, e- A 9. BOLTS TO E ASTM A-307 GALVMAZED STEEL. OR AISI 304 SERIES STAINLESS STEEL. Y!'H 36 k.i MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL E RESPONSIBLE FOR THE PROPER ^ ` I w USE OF ME P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SMALL V/ s 10. ANCHORS TO WALL SMALL E AS FOLLOWS SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW �j " - FF----t� (A) TO EXt&TWG POURTD CONCRETE: �•l s ' } N 1 .� () ( RECORD THAT PREPARED IT TE AND ORIGINAL SEAL MD SIGNATURE OF THE PPOFE55lONAL ENGINEER OF N ' -, J EO 1 ED. -. t Ea 6• - 1/4'6 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BMILDEX. INC. (MIN. F'e-3192 D.&O- _ .) THIS P.E.D. SMALL BEAR THE DATE COST _. EO N' m. 'I' - t/4- • X 7/8- CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (YIN. V -3000 D...L) t - CONE t I/4Y-20J/4SS. Y.S W/ EG. t/4Y-20.3/4'S.i Y.S. w/ - %14-10 PANELMATE FEMALE ID A PANEI.kATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 16. STORM PANEL MANUFARURER'S LABEL SHALL BE LOCATED ON A READILY vSielE LOCATION AT STORM PANEL IN a�- 7/61.7/32' MIND NlR ACCORDANCE WITH SECTION 1702.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SMALL E PLACED FOR EVERY OPENING. 7/6'f . 3/32' MIND NUT I' 7A'.. 3/32' WING 7/8 • 12 1 O.C. I i/I'HJ/]2• RANF Iur EQ - i' - - WASHER • 12 1/2' O.C- NMf WIASNER (BEYOND) /2 rA9NER (BE,OND) 1_ - 1 E0. = -- _I _r (/'c-3]50 D.f.i.) __. LA9El1NG TO COMPLY WITH SECTION 1709.9.2 OF 71E FLORIDA BUILDING CODE, l v 1 4'f TAPC0IN • 6. O.C. t;4'. CARGO- • 6' O.C. I/i'f TIRCON a 6' OG W//t 1�/2 YN. TMFAOEO I' All YIMYMY EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL E 7 J 4' AND 2' FOR PANELMATE k, (1;iA0ERED M/ STUD) ,YXERm W/ STwJ PEItTR,11KM1 AT MOWIIIM 2'.4• WOOD %ATE 2•.4' WOOD PLATE / ' /32' AIM. NUT _ r 7/6-f . ]/6 1 WING NUT .7 B r v 3 / - .L� W//, 1/1' MM. THREADED W//1 i/z' MIN. TI•EAOED - 4' OF PLATEW000 MATT \ -.• INOCO-I REONRiD -...- �6A5'NER e e ,/4• O.C. RED MASHER a (BEYOND) FEMALE O t DANELMATE PLUS. _ ..' .. PDEIRATON AT YDOOTH - ... ._ _ __ POIEiRATON AT 1a0fIOTH - PLATE ++ - A2) MINIMUM EMBEDMENT 01/4'6 X 7//8�� -IN ANCHORS SHALL BE IS 7/0- INTO CONCRETE. NO EMBEDMENT INTO ¢ _ - O RATE W PRATE - - /14-f0 !ANELYAIE PLUt�Ss- ._ .. _. �.. /t4-10 PAtELMATE PLUS '.• ANY FINISH MATERIALS BE r L 2'�14• N'000 PLATE �64 M000 PLATE __ :. .•`-. e 6 I/4. OC. W/1 77e • 6 1/4' O.C. W/1 TEA' - _ F,L REWIRED REOuvEO WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION MIN. THREADED PENE7RATON MIN, rHREAOFD PENETRATION /4' h20 55 SIDEWALK BOLTS USED SHALL E LONG ENOUGH(SNOULD ANY FINISH MATERIAL EXIST) ro ENGAGE 3/a / 0 ALTERNATIVE 71W O REGULAR PANEL ALTERNATIVE 7BW AT MOWTOTH of PLATE AT WDWIDT14 OF PLATE _ INTO ANCHOR&. MIF""rNN, WALL MOUNTING INSTALLATION MARE 3/8'-1' O LIFE SAFETY PANEL - 1 -T7(, 4, 1 GAIN ALTERNATIVE 68W ,L3) IN CASE THAT PRECAST STONE• PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR 0 E Ao p N O nrt e�rcTv PANEL SCALE 3/e -1' BALL MOUNTING INSTALLATION WALL MOUNTING INSFALLATiON FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL �: JC�Js ' .A SCALE J/6'-,' SCALE ]/e•-1' NI ALTERNATIVE 8AW N111/ TI I IINIMN� BE AS MENTINED IN AI) AND IN A2). 4- _ No.44167 O REcuuRPANEL ,�f(P p;.. �l/T19 O LI L i\(B) TO o s l . nETc A ' Vr s FLORIDA BUILDING CODE NI h V61xN Nurricona ZonaENSF SCA E 3/8--1' �Q:' �\GENSLc:s scALE 3/e'-,_:,INSTALLATIONS ARE Gee V LID FOUL BULDRM WITH AS.D DESS" LOAD$ �61;1; FLORIDA BUILDING CODE (High VelocityHu can* Zone = FLORIDA BUILDING CODE (High Velocity Burriean* Zone _ 1/a• f TAPCON ANCHORS AS MANUFACTURED BY ITw. BUILDER, INC. TO +55.5. -72.0 PSF NO PARELS LENGTH W TO 9'-e'. A 1 = e2GIG ralEm, MAC rP, NDIIS i No 44167 = Nomf nt[m. fle Fl. - 1/4' • X 7/6• CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (rm-15CO Dx.l,) �, fC loom nTFm. Ac FA, NO• # 20 CAGE GALVANIZED STEEL STORM PANEL oWel er * 20 GAGE GALVANIZED STEEL STORM PANEL oRNW er - �,4-,0 PANEUMIE FEMME ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION t0A 44 - 20 CAGE GALVANIZED STEEL STORM PANEL 2. FOR NEW MOOD FRAM COSTMICTIONL woDD MEMBERS ro E SOUTHERN - 1. INSTALLATIONS ARE ONLY VALID FOR &ALDIDS WITH AS.D. DESIGN LOADS *: �• - P •''' �,_.:' a, 011wM p: r #- - PRooucrs (rm-zo71 R...L) �y�� �I PINE N0, 1, M/ SPECIY DENSITY OF 0.55 OR EQUAL. i* -?'�: S^-�-_> I7/E/yMp UP ro +55.5. -7T.D PST AND PN/EL'& LENGTH UP TO e'-e•. -" •.'> O%A% _ Or••- NI CLDB� PROTECTION PROWarIJ. till. TA GLOBAL PRGTECTION PRODUCTS, LAC. o'•. T5, TLC. '=, ,''• R 1 IL E C O AMC. am 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS 70 BE SOUTHERN " O9 S OR1o� GLOBAL PRGT�CT- 51 SWEET � NALE�i``e TRu f alo ANr N°°°ImK6vitt33s,'R � .am SI. 51 sTlfxT IL E C O INC. aR:� NI N E EN T ///►►► an . O. •. Ttir t[ttRs t ANv aaAE . .W14 PINE NO, 2. W/ SPECIFY DENSITY OF 0.55 OR EQUAL ., F'•.. ` C01VAM1' 0W1C n 3�tN ,.L E ,, F•S O 'rota' • / H� a rWrM sfWa not (R%4XWW1 4Q RAC (65N)Ir-6N7 20-176 y FS , E•4 2D-176 Si AM. ..MI" N..: arl I7;_rW F� , Lwn O,-:C�'r S •• E a ,ti m. s ,er aXr.. N MN. nN01t (est)ep-Te{e, AAA: (es.INee-6A7 20- t 76 -1= j.ee-7s4R FAIL (N476M-6N1 ti,n (Ol CA-01 71 : Pr) WNfC Ne fMRl,q "N'' PL ,Ulw/OArz a-am67N G-0006II6 SYILI}a A - Mt P.E - - WRT Ft OI 26 ��t1� W •r OM1Iw•O b: Aulll/Il 1111/111N.. YAL/WWAMPoAR wAL1EA A 1WUT }.1 ;E ,T-IN r We'ir IN M EIS lll1N11 DAM'- PL EAL/WmNtIWf/aR W4TER w Tl1J1A Ik., PL - M 7 _ r edl If tr i - - COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS 3 /24 B IM[ NDl[ 2 enDM) INSTALLATION RgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-1 4 w/ all WPo (s¢ ,GTE 2 KW*) 3' IM.. 2'/24 ► V/24 ► 4 S Ar 2CONCRETE ANCHORS g (%a NDIE 3 snow) /�..� 5 t'/24 4'/z4 mecoNcRE'AcHo sa P[RVAIEL PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK �IN•. 9a SECTIONS DN Yew 2. MI ~- (WIDE 9CIEDIA[ w M•EEN 2IN - I' win. IIt W` .. s xlmuLt all SHOT 2x FOR .coo seWEW. r- `_ _ 12 96- TOTAL WI E WIDTH) 2591' - -- � A� I, 3 S, (�R,ID®uNI t�Dll ;: -� mKOeII AKNOW A �nlg1� `6 c.A _ Par ») 4 c.,A D�9,aR',Ia�Aoole 4 a.,. A14. J 1 /1}1yt//]r - - - I I ._,Cn / T 1/2.rTA • r- END a �aue W RQT Y'A G OC Vxel ,9AAm mIKA�E g) lz a EMIR �) NI, • ,r eL , 5.196' (TOTAL WIDTH) - - - - 2.T50'� 2.991 ----� - --- F I I�2.250'--1 ��Y vey 4 n' -6 , /4' - -- - - I I raA� ? ♦ G-E.� I[all� lio M W 1 `500' '. ? `_ - ( 5 '�"'®� •-t Naga c.NXIM,1 _ SMLs� Typ 23U0 Tvp' ....1 .L1 J .HEYYm 3500• 11u•2.500•_ _ ,t - \_-_--'�__G oo a •2ol / 2.657' EDGE / 25 2.244• -(ENO RY4) ' tNHEWOR PwEU (NMRffN'PNEL) (MIRROR AMEU--i-1-1-'-rl 66 % •L' r, Y: �r --, -r-t *-.-�� r-rT r� •ram -�60 Y 1• p� - 1KAWS NW Na`_ r._I j 2.00O' .2�0 ttP. ASTtl A 653 /R. 1 T f (E)O PANELI (ETD wNEU INR160R vANO.) (MIEROR (IRFfiOR PN1EE) 1 j (RO I,ANEL) j i I i 1 r K/SARJ�I K1R • 1 ) ' JEMMm GRADE SD MIM1W DETAIL �� I I I SEE NOR 2. 3. 4 ELOW SEE NOTE 3. 3 { 9ELOw' • I�' I I SEE Harz 2, 3, 4 ELow 1 a'n•'W tFHP) + 9Q COTE 2 ], 4 ELOw t ii yyy---y+-+��� L I y W 7 E...+ -'• - EDGE G-60 GALS. .. j l l I I I( A, I `I I I 1 `' I..1> I 5 I , R 1 ( `R Ind 1 II•• 11 , .� W m ' ' ,LBETNL A \' 4e.IS S �R,7 q t. y1��rr-I�{�••-may 1 I - 1 L_ _ _____-._..__.____ _ -i z3• ?$ ,. - 1 1 i f-(']•Ij I I II _ - i i -I NYi�iiNi�p i - ��/'� f I ' III III "'---III I I 1 5 � � v J _._-.6.250•---._..- - .250' ., 2.470' v j • I i1IO,LTED PANTO _ I ITra� wAilus I i '� I tn.) S y 7n• 1 1 I p I Ypv-2cw 01 STORM PANEL 2.470 I I y''h D.�p Ms. w/ 4G x T .: c m • » oc VV l 1. J2 .91CIIM,S 1 1 q 1 i 1. '- -- - l 1 I i� III I I � _1 51 _ _4 W x 4' r 1. 1 ,.T (_. �..T I - r 17 j` j � �,-T -i-Y� I I _I I 7 i. �.. �_ i I 1 1 d6' ..T l If I I I I I I o O2 REVERSED "h" TRACK O3 REVERSED "U" TRACK j II • • • ., . . . . . r ONQi O� a p SEE SCHEDULE /•Y-HP.F/r �/-� L ._ sa NOTE a eF3DN .., Earn ] ' - PMIE11AArz RYP) II� SEH�WAT�cNN , ••.-zMJ/r FOR Nh 1 .•P- .•u I oN ,/w1AYa"AwH.n/ ul) PANEL'S DID LIP ION WIICIErz AMOORS: Sa eCLa "t - «-IY--:- -• - 1 TO quill I 'A X / 9ER t5 1 _.. _._ - .750' -- IAm, r Ym. MAY K LOCATED (A7FR/AR DON i �/69.0pR3�w / I yty,1101L 1 �/s ' FOR Yn Ow 1 r/Na�O,E /% • 1 TO I iwlw"claeee, re W MEMMm EDGE. I' Ian. + scpma all Yew 2Y, FOR WOOD smR I• YYL AT END OR 1 I/2' 1 1/2' AT DO PAN[LS� 1 MPO N)ERw' � X MAW. 1 T/6'rN]A/R' 1 1 / 1 N S •�. 2S0• SEE S[CTON6 ON We" M IRROR PANDAS I � EVQr oNFIRM 1 1 OIOaM I ro W/34. I LAIC • 6 350 1 ¢�EE Non s OR w/ OR w g 7 tb' ILy�y(7 - n-4o]Y -1 e13• (- bDM ® © O e LAST PANEL TO E NSTALLID AT EACH I I B -�- EYnN' PORN SO.Oe_ LASE PANEL TO E N$TAlID A7 EACH M.. ALWAYS K PROVOEp W/ oPDYNc ALWAYS K PaoY1Dm WTYPICAL ELEVATION FOR JES REM IIWOLE To fACSRArz INSrAEA7ON ` \ • t - REM M. M FACILITATE N57ALUTK>� - P INTENDED TO K MWA.0 FROM . 125• IFS 0 m TO smuCrAEK NSIAMED nIOI INSIDE OF STRUCTURE 1 .in' h , _ ^ E-Z HANG STORM PANEL SYSTEM 1� i rC T•i-•J 0.250' - " ry RARE 313r - I• IGLE 5/II' . I' Q` J.750' I I i 1 '�` T i r r INni, u - )s Yr. GP ,/.• _ W i/4' Mr. GAP III• Nea. GAP yy 11 3d ) / /r 2Y WFW I p� �Dj N }R3 HEMME� . • � ___ __ NIX ISOMETRIC VIEW DETAIL A a000 �' I 2.000'� - J� ♦ i x /IA I IIIIy ROUNDED CORNER O ENDS OF PANEL'S - -i ! t ➢R�W/ a WPo ©'® 1 r-( 7arlm i �b I i 6 °i1 1 I / P i $� f.. - O WEJ 125- Ut1ERNErz ,O{'Ar1DN m,NG[R '• NYAem I e END UP w/ HEMMED EDGE. 750 I SECTION B-B A [ND PACs) m,I]YR J N.T.s t. I U t t ------ -t 125. SECTION A -A I, Nu„ L. °• a 1 1 (" - - ^_ ( ) I i i � 9e/u s/m' • ,• Norzs : )V32' - L�2.000'----•I (T7P.) _ _ _ (1)- DEFINITION OF SERIES 1WD: E - Z HANG STORM PANEL bVbI M CONSISTING Or PANEL + I - 1 i , I ,/.•.- .-N.s aPMK1arr -( -- 5' YRK. SIQIES: f�M,1 TRACKS AT TOP A PANELMATE PLUS OR 15' LONG t P�Iq�ItE 1 I DEFINRON OF SEPoES 10D0 E - Z TANG STORM PANEL SYSTEM CONSISTING OF PANEL . (JAT BOTTOM W/ PANELMATES. .I . - n A,erxiAO �'a16 - 1 R2yy Cont. TRACKS TOP A BOTTOM. Mn a 1/•'.-2en/.• EroeO I IWYIP•D p¢ 2{ vrr2a]/ (2). END PANf15 SILALL ALWAMS BE CONINECTED TO SRL WALL BY MEANS E THAe,Xif 19IE , IEoagR ,,per +/••� neAWgIPP "J" TRACK S 8 2"XS"� aYa ALUM. ANGLE PANELATES OR, E USED NTLY w/ 15' LONG TRAP( AT BOTTOM. END PANELS pa wv/ O O •i�rA' O (2). D PANELS SMALL ALWAYS E GONNECTED 70 eorroM (RACK OTHERWISE A STOP BM mNOf,1 Roos TOR , QaT '. E9IN s pa ba'+E •12' MAR ' 69ar) i t 4 WIDE ( SMALL BE PROVIDED AT TOP OF SUCH PANELS. SHILL BE CONNECTED 70 •�2�( W/ 1/4'•-20X3/a s. w/ 7/ 3/32' EwY ECI�R[ •eNIPIWR AMPOIW a Sw ell °CT bt �\(�T) • ,r ac //\ gOgAlum. ,�DY WING NUT OR t/4'I-TD )/+ Min. YMUMBSCREIYleddMPED 2(i%CEPt AS a vEm a) { 1) f taa s,Cla[ -..o Oa maN) `l V / 125' (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST Or DESCRIBED ON NOTE (3) BELOW, v WALL AND DIRECT MOUNTING INST, a Wsa 2s) c,,,. ■ 1/4•f-20,3/4- WS. W/ 7/e'•.3/32- WING NUT OR 1/4-01 Min THUMBSCREW WALL_ MGUNTING INST. i' NTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BF AT EITHER OF TWO (]). FOR USES WHEN END PANELS ARE USE JOINTLY W/ 15• MOM. 7 �1 ATT _ SECTION 2 FLOOR TO CEILING MOUNTING INST. BUILD -OUT YOUNTLNG INST. EXTERIOR MT FLANGES OF END PANEL fTIOM BUT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 . x STOP BAR SECTION 1 Q SLUE 3/8-l' - 4 IN USE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK LFOCIO L E POUNDED AT TOP N SUCH PANELS sULL 3/6-1' SECTION 3 SECTION 4 () (iTO A STOP BAR (4). FOR MSiALLE P YRIDI END PANELS MID SOME NTEROR PANELS ARE ERECTLY (�/ 1 • $ �L SCALE CT 3/e-1' RARE 3/8-I' U w S USED AT TOP) O LEAST TWO ABOVE. SMALL BE SE. CONNECTION TO BOTTOM TRACK MOUNTED TO EXISTING SILL WALL MEANS OF PANELMATES, ONE INTERIOR PANEL _e SlC1 �00 N USING SPECS ACX MAY ON NOTE AN ABOVE. IN SUCH CASE, CONNECTION Or PANELS MAY BE USED JOWLY w/ TRACK AT BOTTOM ATTACHRD 80TTOM TRACK TO WALL M u�a WO Bpn A 1// TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. �mP (67 LNNlllllltlllll EaFall A. ... w/ Two PMIEL MATES FOLLOWING SHOWN ON ELEVATION AND w( 3 T/r E a pA,O . £ M(III �N6L (- wr¢•,�N ro IwNa,s all ��.LN r<µ A. T/� n ` RYE) (5). SEE SECTION i', 3' A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. All MKT. EDGE DISTANCE. FOE THIS CASL NTEROR PN.ANEL U5m JOB(Tly w/ O6E5 4 O$)KACT 6CIHON. WI®a ,am Ew 4,a �„'� ,.......... Lu ,Inv 750• VC N ✓'i Y�LN111H1111n TIN NStICHNTIATTADJACEM PANTED Tt1 (T2N)E LEFT A RIGM SI (12R)TEROSHF PANELNNTNAVE D 16TAUTgN TrFS on ftiffT t]. $ �:''•\�L' ENf .�1'�y ,.. E _ N �:. •LTGP p: r�l4T THOR OVERLAPS RETANED By (j ) 8 5?cg1 W,Idi 2' F ''•. Sl C NO.44167 Q •'' EN '� $ lU "°'Y'"' msNR°I D. sanaN No. 44167 ? c _J L. # t• z FLORIDA BUILDING CODE NI h Wloefl Hu, leans Zone)- y�; \\G S FLORIDA BUILDING CODE NI h Velocity Nurricam Zone) I�I - Q EDP a 6vrEOI NouNrwos nw K 2: - FLORIDA BUILDING CODE (High Velocity Hu cone Zon• Q K j I - .750' -- -- ATE OF e2O°0 R1R0' Is. 20 GAGE GALVANIZED STEEL STORM PANEL •�. No. 4 167_t "H% `»2° n'a°' "c 20 GAGE GALVANIZED STEEL STORM PANEL IF'. N ro i STATE OF E n 20 GAGE GALVANIZED STEEL STORM PANEL FP. Z -- J` r� °M`" °' . yy PRODUCTS. LLc. DAWN W. DETAIL / _ 1 L E C O ENr GLOBAL PROTECTION PRODUCTS. U.C.F 3' Mo . ��`'•• GRID -•� CIF =*: '...`--f" DRANK2W. DETAIL I L0.. EtCE os*A.Iz O•, f .I. �ty DIAR S, GLOBAL PROTECTION PRODUCTSN LAC. / STAT OFf,4,,_ - AL PROTECTION I O7 3 x3"(Max ALUM. ANGLE © STOP BAR S/' -� IL E C O INe os IL E C O Ilr aE: sGALE: //2• - r VIEW X s�cEs"`D"LL'N S! H°Z .� NA //�', 4aoD u. e1 eNET . P Hem sr. e, rRnT LAA •400 SW. el Sn�T 1 t' LONG NIH•MIN / ' "� TXL!( TLSTWN9 t E,IaIaIIIII Galvan D.E. n_ 33],4 '. O•' LO 1Oa All' ONE. rL 33SHLIN 6063-T' Num. N10Y ! / NW­�r rya ,S�j.q.IRy E,a-µry n te61Ws6-YJI6, FNC (WWeP-O9) �'•• ' _ HITIWT TC6fIq t o CpMMIr INK, EL MATS. 20-176 a. 2r a ,r N► M w. evowe. K a r n oxL tkH 2O-178u-•Da7n ....'aF C( )eE-2w. na (/64>,e►67n Px. YALevo-MW/O'R SSA ':Pen An -,EMI . : PA m-m, whip A TwNR NF.. PL av ..-.A EM. W, r AIA a. •GIST. K m. Hdt (nN>es-2su3. rNe fa4Nes-6»7 20-176 ufuNA1NEON NINII D,E 564/SW.ARNE/aW FILTER A Huff HNr.. P.L my 1,-�p prl N, T P;, EAL/9OMItsK/WE u-mGeTla w BIMWFIG w- J MILT n w 26 1 T _ eIR1 n A n wNrm A 1XUT Nr., PE Y „-,A BMW N O O SHEET NO. SH 1.2 IIIIIIIIIIIIIIIIII ��� ■I �m,=i JtlYd.B161111�YBa1111arBB�11 1 --- I I I I --- I I I L'I I'I_'11yIV YAXNUM A.S.D. Nmi rt MANUAL 61A59 m RgMS ToDEISAIO�FRESSURR ((-753 I. WarnON a66.0, 70' OR LESS 2 9/16' 9OLYCO • I 1'. 2'. Y, ,,w, I 2'W k 3`11 ♦86.0. -753 70' OR LESS 2 7/6' -TED 4' k - • �TIEO wD/ 1 4"6-20xL iAAM.M.S. k WINCW AT OVERLAP k 409 OF PANG LENGTH .,XI. `4: . 1 _ , I,4,,. ',1 r -tr . "Al M..,H.Lll ,A ll:t .Mt tdi. A - rll,y 1. AWZ = MAXIMUM A.S.D. DESIGN PRESSURE .II. WAt N ANCHORS SPADING FOR E. O - 3 1/2• - APPUWE TO TINY INADiRA PANEL Low. v ( M) TAPCORS CAU - PNOQ R FEMALE to I PA XWn PLUS ToCONCRETE TO CONCRETE ToBLOCK WNM" m CONCRETEOE BLOCK I TO ccocxm BLOCK Tocomatm I CA BLOCK 12' Ni 12* N/A 2 N/ A 12• N/A 1' k 2' (TOP) it' 3' k 10" 3' 5' 4. 5• 4• 1 (BOTTOM) + 12' 3' 12' S' 8- 6• 8' B' I MUTTON) T000 t 66.0. N/A N/A N/A N/A N/A N/A 12 1/2- it' 2- (BOTTOM) 70' -75.3 7' N/A 1 6 1/2' N/A 4 1/2• N/A 4 1/2' N/A 3' (TOP) OR LESS 12' N/A 12• N/A 9 1/2- N/A 9 1/2' N/A 3' (BOTTOM) 12• N/A 12- N/A 12• N/A tY N/A 4• (TOP) 12' 6' I 72' 9 1/2' 12• 1i' TT' it' 4' (BOTTOM) F WIRED TO 65D os.t. AS.D. DESIGN PRESSURE RATING. A TYPE k SPACING MR OWA1 TOO INTO WOOD SCE 61EET 26 FOR ANCHORS :Ali MMIANCNINCH O ARE IIOKHim ON 11n MA MAM011 SPMESS AND YPWIIY CDGE SCHEDULE ANCHOR , FOR NM�FOLLOWING BY MMYE. FOR CO. LESS THYN /NOirw/ED SCHEDA IN THE er OPMtnON TO SSKHOM HX+ M= SP O OBTAINED TOV FACTO r NOT E LES I m aE POW SPA N1� SFAONR CA VSIIIG FACTOR SHALL NOT O LESS 11NN IANII/JY SPACING IDEATED FOR FACN ANCHOR TYPE AT ANCHORS lE0E/1D. no=rat Ile. 1/414 ...o,m ____-Ile. Ile. PNstAgE 1/41R CALK- - Ivan wM ANGrU ,WYXiE 9H) 3 3 3 2 ,/2 le wresrrn bwaY On) "" "'3 44sr, a (H3 3 3 3 3 3 3 1/2 3,12 4 AL m as "K 1» now n a 3 , - im I - I IA%I r1ii V+ REQUIRES Mlix. DW4'4M BETWEEN BOTTOM OF PANEL.AND (1) TO SE 1/2'Yx• 6L, ++ REOUMB Me, DISTANCE BETWEEN BOTTOM Of PANEL Am ® ToSE: 3/ir 3/18 Me, Nurricons GOMPON NITS FOR REGULAR UFE SAFETY & E-Z HANG STORM (SCALE 1/2-17 PANEL SYSTEMS -. _. .. -. _ --- --... . _.15.125• ROTAL WIDTH) _. _ ' -- -. - -.--. - - 2,187- - - _-12.500' (EFFECTIVE MOTH) - ---- - - --. 1,- -.193• (--T150• -- 1/4•W-20li .- 750 - S.S. TRKM RW CL '_ - - -- 6 1/4" (TV) -- - . - -' I.ZI 374=- .125, YO ANCLE O 6 1/C' iBe' OR • 12 1/2. 0. . .ypp•I _.,,550• _ ,I .- 1.350' - - 1.J50' .1.l0I W.©- h i, ' � 3.3is' t00• I:: IT I `r ("AY ME NEIpt9EO) ,.e7,• ��p, 1.500• ._.iE ( EDGE GALVANIZEDOI�Ww STECK E IN AMI3 TYP, eo uIAMIw CALV. I :'A: 2.ODD' .OBI'. IEMMED1 5' 2 2 EDGE I'iG-6O I 9. "IRL2eo'cNDE 1 25ORAL I+-1.500'-•)�JIFIQRM A ALB! (_. - PANEL - - DETAIL A I -- I' 7s 1 - .OBI• -TT P.) , .330 �- 1350--- PANELS SHALL SE INSTALLED ALMAYS /ROM OF - - 2000' '- - 2.387•- - (2)"N" HEADER (3) "F' TRACK (4) ANGLE WITH STUD T END AT70LEn�oEr PAM / III N ACED EDGE AViR 'S END LIP 1-1 10.05' I-oalr OF PANE TOP �'E ! ] j3. PN L GALVANIZED SIM - \�-- 133.1 W.270' r.e2s r o.ms• SRC 0.250•. \1DE.250• 1 4or a.exs• - - -- -7: I. - -� 1 - 2.59" - x.2so -� - (� 150METRK VIEW DETAIL A - I I iy:I r -i00 1`Mi - s02700• - Tm'- �.625" - O 1S OR_25o ROUNDED CORNER a ENDS OF PANEL'S r . wi .aRs' -_1i 2.378' _END UP W/ HEMMED EDGE. I _ �'•-• Tri BOTTOM .125' �i�t1 3.750• 072' 2.500' 1 - I .Qi 067' I �T•m.) ' 730' 2.12a' _-_-1 --.750'- US KEY HOLE WASHER 3+05-H154 ALl1M. ALLOY i -ERG[ of PwEt © KEY HOLE AT PANEL - .750• - ) •SEE SHEET 6 FOR AOOIIONAL 'BIM UWTA700 IF SLEEVE UDIGTH 6 11% 11 .p91' - - A25• !_ -. ONLY WOO FOR OWAUAT06 ROO /8" O SLEEVE 2 1/8 ',�• I _-75. 11AY• 1CAIC.Tia�LOSO cILNEs. R IIb Lsra W (7YP).JOL-I MPJ - 1' MIN. m 5' Max.. ___- - i750' ® SLEEn 1'MAX. - x.Doo -- i • H * 1O �= O 11 "J" TRACK 1© PANEL HANGER .374• _ f ]„• .�6' 3000 - soar-m -- ---:3s4�--�z�. -."., I -- - ,.275' .N'-�- _ �10­ _ -- „„NAIm. , .o``"tiF1 A:.if(['/M7, ��1,�`QV: '' •• 'y rr 3.• JCENS�P''•.• = N0.44167 (USE ONLY SYSTEM) • FLORIDA (1 1/4" WIDE) FOR E-Z NANO STORM PANEL 8063-T6 AL.UN. NJ.oY BUILDING CODE Non High Wlocl Hu cans Zons 1.671 p iI sI" zSOt,_ z.DDD' M 1 ( G -MN a ®MN. a (� 123• y, 3. I _ _i .J ..-- _ i .oea' t.2o1 rvi� * o2m9 n 0co ND. Fr. STATE DF 24 GAGE GALVANIZED STEEL STORM PANEL oa- 9Y. L. _ - 2.000'. _ - i__L-- - -'- SEE SECTIONS -. - -_ .HMI. - 4��''• f DP r v�� IL E C O Arc. GLOBAL W PROTECTION PRODUCTS, LLC, Q BUILD -OUT ' . 'F' tU4 BUILD -OUT 'F' TRACK 1© A ® WASHERED WINGNUT y , Y �.,' . NINVIV'V su ! ANY w'"-- PID oi-Co�F ..-- o r"-iw�'" � a S.Y.61.-T NCNC (W6y9Y-Haw. I-. DAVE FL (664)Fa9-a797 20-175 + •2 ^ TRACK ANGLE (ZA AC 3 ALLOY) rL /9mM wywTE I t•0�°utT7'+lt.. Pt "Wm! FLORIDAN W+ 6mT 2 OF INSTALLATION INTO POURED DETAILS CONCRETE FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE C1� ANCHORS LpUTION CONCRETE ANCHORS (SEE SCHEDULE ON _ "UnNG POURED CONCRETE. (SEE sommE ON SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE OR CONCAVE BLOCK SHEETS 9 THOUGH 10) OR CONCRETE BLOCK REQUIRED. 1 - REOLMiO. -{.D. - TERNATE LEG LIGATION MULE EXISTING POURED CONCRETE REQUIRED �%% O5 (5a SCHEDULE G ^7 , SEES 9 THROUGH SHEETS 9 TH/ROIa)M 1 (V / / / �' �11 I-- � I,7{'E�7� t/a11• IC „MIe1R --tlr -' ' t a -.- -) NIA%. / / _ `l9 -I.- w._ -.: Xa m 50o I 1• IS YS C OR 1/2' 1/4• I/ ,4M, / --,MAX CONCRETE ANCHORS (SEE SCHEDULE ON. ..�' / 0 ,2 Ili 1 1 SHEERS 9 THROUGH 10) 1 -- I V4Y-m,• 1 ED �//- I 1 4 I J/' I - / j/i / / / /%J// - I PANEL LENGTH ,%/�% E7OC �_ I O ED /�i ' j I (SEE SCII®IA®E ON SHEET 3 1 I ,/4'Ir-m,'�,� j% 1 SEPARATION I k Min. 1 90EWLE 1 _ .A L. - OL.tROd3UP ///•' ' i ', (S£E SCHEDIAE I m,• ON 1 1 1 CVt F9W IIML tlAmtl OAR 7� 't' TO GLASS. 1 ,/akml' -•.I (SEE SCHEDULE ON I ' r iStEETS 1 B I pH SHEET 3) 1 .. A, p li W SPACER g I 1 MWs. 1 PANEL LENGTH I BAB0.R 1 _ SLEET S) - - CI8 101 rJI9i A. 'L 4oa. I .. VJ1 - Lts FO, Ft4 Li N91oIH oA'!I r-r) I 1,6A 1- - (OWN SCHEDULE SHEET 3 I micom am r-n -. f', (YEEL LEEI CTHULE I i ON SHEET S) K SEE �(STo GiEF SCHEDULE I O «u5 L _..- _�__. �-.. - --Ai- - Sox 1 - --- I 1 ON SHEET ]) I SOX OF i' - J/JJ/ �/ �/ I / OF t• I 1 i O /,•�/�, I 1 : I MAX. j MAX. I I sox I e 12 1/2• Qa 1 - - s„(- 16Aors C- ____ I CONCRETE ANCHORS % EXISTING POURED'' '\�\�\ =� \\ 11 (SEE SCHEDULE ON /, ? CONCRETE �,� \ EDGE Of WALL OR sLAe SHEETS 9 THROUGH 10I / . R3 I ® - CONCRETE At4C/HORS //. 1 (SEE SCEDULE ON ... I -..-1 SHEETS 9 THROUGH 10) ..N q )2 1/8• LONG MAX, ALUMINUM , ,`� ,:\ REQUIRED \ ..'i \J SPACERS O 6 1/4' O.C. VAUD FOR 3/4• �\ (ALT. CONDITION) J// DCISTING POURED CONCRETE ,e ALL DESIGN LOADS AND PANEL EXISTING POURED CONCRETE PER CONCRETE ANCHORS \ DR CONCRETE BLOC REQUIRED. LENGTHS SHEET 3. CORNCRETE BLOCK (SEE SCHEDULE ON ON (MEETS 1• MAX. LONG ALUMNUN SPACERS e 12 1/2" O.C. (SEE TABLE /1 ON 9 RULE --...__.LID._ 70) -. _ ,,. SHEETS 9 k 10.) CEILING AND iff, MOUNTING $C LLE 3/8.1• BUILD-F,,kff MOINTING SECTION 5 SCALE 3/8-1• WALL Mai OUNTING /DiRECTLMOQUNT WjSPACERSC9�OR SCALE 3/a-t' ,1,1/IN/IINI,,WA •r,E4 A: T!�431'Il �''VCEN '�p't(s ' •'•. Nurrican• • r} FLORIDA BUILDING CODE Non High Velocity Zon• 2 0.44167 ': mmo ntmo..Ic rA. 2/ CA(K GALVANIZED STEEL STORY PANEL E.D. -, EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS: SEE SCHEDULE ON ( TOP k BOTTOM MOUNTINGS CAN BE (NOW 91. *a• STATE OF * E C AL PROTECTM PRODUCTS LLC. 07DIOL z Y'• __ IO Arc. ' 0;) - f(ORID►' �• �y ' TILLR t GQIAN who Sw el slow ' / 'rJ ne a r 3a ,Wr« Av n N,r 01W+E rl $ul. SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ^ .4" F` .'o -+A,. IO • • • • • i0 , .N .� : (wn ��I 000 A,_tAN rNOE_ (tla) I Aw i . FAX (Ma)p6-1T.7 20-175 : 0 LWAEa Nz III/IHIMI XAAi1PE/OAR wAm A TALK a., PE r• WELL ! or ,9 INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES --' i/A•r LAG SCREWS • 6' c.c. W/ ,/Y MM ,HRTAOm FEMETRKTION _ - - - 1/4". LAC SCREWS • 6" DC W/ y- TO EXISTING MOOD HEADER. (] Mn. IQUI ED ,/4'A LAC SOW" • 6' O.C. r/ 1/2' Ma, THREADED KkV.UTM 1i OR GIN CADGE 1 1/2' wn. THREADED PENETPAIM TO Ex,5T1,6 WOW ,EMOt. TO EXISTING WOOD KN1ER A Qanl. -1 0 EA ND Oii I O U END LY Q 1 1/4Ii- {• YS. CoM. /HALT' EMS. 6 Ctnl Y/ 7/a'a3�Y'IS 4 1 • EA END p.( 5 Y HIf, O 12 O.C. / 4 GM t $$�� SCREWS i' 0 1 f 9 / y 1 4x,' N 4 5 .i • AG • C w x - • a r- J a• ra • Yin. G Eta " T" ,1 i II . -{ ' tl j I"T x (SEE Di 1/24 A a M�5.6 DWT 1/32• TO .CCU KAOE�R n0i[ a BELOW) I - WING NDT MIOMi1H t: ' T ) OF EvERy R».) _ ($E OCTAL 1/T{ tr 'C Cr l Cant A t_OW' T..''.. _ JARS• Mtm. POP W /INt' S.YS. _tlst(..._.. 5 (IwDNOnH 0! E4EAY 0 wDpp tRAp�w • FA END G 4) ,'- I i�01Ma � 1 Rn) i W0 HEADER7 CPC. - OUwEO I 1 E- (3EE OE1Nl /2{ A I I Lt 'IL _ NOTE IA Below) I I T r! i - 1•�I w000 NEAOCIt REQUIRED i 2 DI1B' wn. 1/ e-IOaJ/{' L� Y. SCRCw Y a 5 t 2 D 16' Min / I- 0/16, mM I Y5. w/ g 7/6'rr . m GRASS. 7 N], WING • I _ �� t,(S W/�/e.J/]Y + I . C WING Am • T D, E��MJ�RAP t-'`I IY O.0 I • 9 2 7/0IRn I 5 i CVlNY OVERLAP Ti I SEPARATION t/{••- ]/ t � C 1/4Y-70.3/4' - i0 CUSS i C Y SCREW W/ e I - I ( 2 DSEP.710N WING MT/ . i , 3/#� •• � I' 0 TO CLASS I EVERY OVERLAP EVERY OVERLAP H{••�� 1I ; Rig r M M >� r 3 E. . 3 A •i TIIII 8� gb ;, �i ,/a'4-IOrJ/4•iiC¢ N 3 Coot f I p T F.-.r •W/ 7/' /32C 3f i f I C -_ 1-• 2 OC r 33 $ II a.3 Ni, � n - - t 4 /.• MS- W 14', PANELMAR FEMALE D (i" - 0 - / h P 7 • W w 32 1II10 N ANEL rz PLUS T / 1/a's-2WSI4' M.S. ' OR 1 A s-2q]�4' 7/6' THREADED II . ('SE NpiE IA BELOW) PENETPATKw• 12 1/Y O, C. _ p � ) I sl/ 7/6'Aa/3�3Y MXIG TIO I t• Yh i- T1Ai'A' (� /4 I /4'w UG SCREWS • 6. O.0 W// )) 1/4 Y- 3/4• 1250 1CI 1 1 2' MM iM0NE0 I+ENES O -VA, I OMSMY I ,OTE IA BELOW) 2000 w iH 0! PATE Al Sf1WE5 20(O OR FLAT OR ON EDGE _ 0p7NN//66.Ar//..4�}}22••//OOJ..2" WWJJNP//O 6 I/j4'r-20a1/{- M.s w 7 T4NIIOSCREL�(SEE NOR S. / /11-Ii 2• IA MOW) C6 Wha NUT a ,2. S2) 'Yh v[E,a naN t2/• 1000 -1/4 .. LAG SCREWS O 6" OC. ,Y/ 1/ev CIO SCRUMS • 6. OC. W/ i(2) 2'.{' MI, THREADED PENETwTON i 1 1/2' Mi THREADED KWETPATt "MCO,°a REOU"7DEDGE xrz ALTERNATIVE 2"W Mn. z.4 wooD WOOD E REowi • MICRON OF PLATE WALL MOP SCALE 1/4"­-PREQUITED FLAT FLAT OR W EDGE UTT ALTERNATIVE LW SCALE 1/4-ill- FLOOR TO CEILING MOUNTING )pu �������•ri�� ALTERNATIVE 4"W 1, CNSTNJATgNS ARE ONLY VAIIO FOR BURIXNGS rmK A.5.0. DEIGN LOADS „IAlllilN,i 1211i.18YK81YLtl SCALE 1/4•-t- UP 3 Pill AMC PAIREL'S LENGTH UP 0 - t� a A: T1( RNATIYE 3"W 5rO1BE �` [ E 2. FORTNEw&6W000 FRRAME CONSTRUCTION Worn MEAeFRs SOUTHERN W PINE Na. 2, N/ SPEG9TG OENSfK OF 0.55 OR COLML. - ? 1�.1li . �'�i ^' �'' FLORIDA BUILDING CODE (High VelocityHu cane Zon• SEE SP£CI1G7XXj3 A,a REQIAARFMI[TlfS F011 Or $TOP (AR *. Ai TOP AS qy j * :• NIB. 4 : * nto2o nrEco x. 20 GAGE GALVANIZED STEEL STORY PANEL owaln e+ - WELL A3 PANEL V1 1.O4.ECTiDN TO TIMLCtS It® OR AT SO RASED ON WOOD IMG,LWA 'GOO oR 2000 SEA.'ES t15TALLATXW TYP[ OM SRHEET 2S RZOLWPCa - •O'. STAT 0.Ow_f _ - ./iW/SO29 9 .... `ID D! .- -._. IL E C O lrc LOBAL PROTNCTSON ,EE._PRODUCTS, LLC,sL- ,;�� M= _ yJFs� • . .. ilk t . , a WrtM «'"IWLWA n Ai r PNDIA: (Iw.RI! iris n. w.-67v7 20-176 TOP A COI. NOUN . CAM K COMBINED w ANr I/DIN L E dNee m A R-.• . OCCM nI-CIY - : MM ln- MAY SUIT AN+ Safi IAlU710N. SCAE: 1 4• 1• "ION, dr6 / i HII ,LAN PC G-0006T16• M0 yOTC : SHUTTER TRACKS NOT SHOWN FOR Gi/JMTY - YILJSGNATUIE/GArz WKi1A A Too N., PE _ _ 1Y NI 7 r M so OI a O " m"anscui ww;:104 MAXIMUM PANEL LENGTH "L+' OR 'L-" (ft.) 0 MAX&" AS.D. DESIGN PREBB,m RAIM .. ar - (PL ) ( ) CONCRETE k WOOD D6TALLATom 1' L+ I L- 20.o ?2-0' 77'-O' no 12•-O' n'-s 3a0 11"-e• TO'-9* Sao Ho' -to' to' -a' 4Q0 to, -I, a'-A- 45.0 9'-a' 6"-q'- al -Ai Sao Sao _9'-T•. e•-7" 8•40 ­BaO a '-Y Y-7' _ 6._0 -- 74-8• 7. 0 I T-3• a'-ro' 6D.0 7'-2• 6'-7' 85.0 7'-01 III 90.o 6'-9' s'-2' two 6•-3' 3'-II• to" 6•-3' 3'-9• IIao - 3"-7- I ISO - 3'-a• Hips 3'-3' {� A." n MAXIMUj NEL LENGTH 0 MADAM ALSCONCRETE DESIGN PRESSURE RAINSTALLATIONS ,� N (Pa ) ( k WOOD 1 2010 141-4' W-0• 25.0 12'-10' I r-r 30.0 1I'-s' Id-7• 3S0 10 10• 9'-91 40.0 9 a• 9•-2' 410 9-I' a-i' e•-r a•-Y - Sao Sao 8'-a' 7•-3• - 8a0 - --?.-N- 7 2 70.0 7•-3• 6'-11' 710 7'-2' Li Sao 7'-a' 6'-3• a5.0 7-0• 01-31 90.0 8'-D' 6-I' 9S0 6•-7• 3-IO' YOaO 6'-3' 5'-7- 105.0 6'-3- a' 4' 110.0 - 5'-I' 113.0 - 4' 10- H19.6 I'-e• MINAIM SEPARATOR TO CLASS SC/EDUE IIA%111I�M PANELDwTN WIND SPEED 4 170 ,ii WIND SPEED > 170 -0.h ('n) 1111 MM MIED I MMWJNEO LNRMTkVNED I RESTRAINED 30 OR LESS I. I. 6• I 6 1/4' >33 TO 90 t. I' 7 1/2• 7 1/2' >90 TO 145 I. 1' 7 1/2' 7 1/2" 1146 m Lek 11 to j - 1 7 1/2• L611,1I1a1IM PAMPA I rMi 11.1 MR ► GINFN MOUNTING CONDITION - TOP DIRECT MOUNT 'i U• HEADER HEADER 1.5'X7.5" ANGLE T, TRACK IF, TREK WNIOtE UO-Ovr /SIDE - DIRECT ,MOtIlT 48• 32' 32' 35' S5' SIB' 50" 4 1.5'X1.5' STUD ANGLE SY 32• 32' 3Y 42' m- 3r 3 T' TRACK 55' 32' 32" 4Y 67' oo' W 1 W a-c CLOSUTRACK 50' 32" 32' 39" 60- so. 1. 1 BUID-M 50' 1 32- I- I 3e• I eD' I I' 1 S6• 2/4 3- MAX AROORS (SEE SCHEDULE ON -1._- -I - -- SHEETS 9. 10 kt 1) - MAN O o f T1--r" 7-1--1-C--T-7- - -r- -rT 1/4, 3/4. 4/5, 5/5 I! 6/5 1 W/6, 21i 310/7 h 4W/7 - I MN. O 0 T- 'T-F--c 7-7-r-I " I - —- ---i.. -I or i 1]] _I I I I j I o ] j l_1_1_-_ _ W _1- 1 _ _ _ u i I { bi 1 I I ; -4r i I lip I � 1fL 1 Q� I UNBOLTED PANELS t -1 I... r BOLTED PANELS II 1 48-20x1' I;I I (SEE SECTIONS AS I , S.S. M.S. BRIT W/ d e EA OVERLAP I I (SEE SECTIONS AS APPLICABLE) l: I MPLIGBLF) I ;I I 1 ! l I I I. 3 I i I D.M., 3O. ®, -�ii { - I e l - -' o l - - o Q - ( _ . - -I- -i t 01® _ Y 2AR C. _ _ _ 3• MAX t• MW. �i 2/4 1/4. 3/4, 4/5, 5/5 & 6/5 1' MIN. 1 W/6, 2W/6, 3W/7 & 4W/7 - _. - .__..ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 &II)- - REGULAR STORM PANEL In ELEVATION I,4 Mos GAP z 68r N.T.S. M (WK OVERLAP -1-043 E WLLM •-- Ifl... � /ilii_r�-�1�-fl ql� O w (1) 1i MAXIMUM NLOWAU PANEL LENGTH FOR A GIVEN POSTNE ASD. DESIGN LOAD. L-: MAX ALLOWABLE PNE1 LES M FOR A GIVEN NEGATIVE ASD. DESIGN! LOAD. (2) PROCEDURE TO DETOkIK WMAN PANEL LENORE GALE" A POSITIVE ASD. DESIGN LOAD. DETETFYNE MkURN PAMC LiN01N 'i FROM SCHEDULE - GIVEN A NEGATIVE JLSA. DESIGN LOAD. OEM"" YA'AMUM PANEL LENGTH 'L= FROM SCHEDULE FAN. M WAN At1De1BLE PANEL LENGTH IS EQUAL TO THE JINIeIM DETERMINED MMM LENGTH 9ET,IEEN 'i no 'i (3) SEE S041K .E BELOW FOR MN. PANEL L04M FOR POROSITY GUAL9TCATMN. r NSTASATOM INTO WOOD ARE LISTED TO , 95 PAN. MAX A.S.D. DESIGN PRESSURE RATING ASCII S. 10 k 11 FOR MAX. A.S.D. DESIGN LOADS k MAX PANEL LENGTHS FOR F, - U`"CIv '• - FLORIDA BUILDING CODE Non High VelocityNurr(con• Zon• 44167 `; 1,� n�' "c 24 GAGE GALVANIZED STEEL STORM PANEL FDow" ' III,. 9 •. TATE OF `=--4[---1 - �,.. BAL PROTECTION PRODUCTS, LLC. DATE: �O�Fii' . DRIDh •�(L,�' �y' 1O •a4J A.. ,ALL sL 12r W.l.. wl�. �WR 1=� S/ TVA �'\ / / N-- . Irw m-,Aa ..w + om --.w '-'IAA-OLULJ POE: (I6♦)WIW-76a fAX (M4)MW-676 20-175 a Nx moi i rz WWTER A TElIT t.. PL 1 MWT S a n INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES , -. ; `. .. ` - - - '- --- -- - MATgN - 1 ---- --- - - fJ 1 WOOD ANCHORS CLASS. ` .--, C (SEE SCHEDULE ON 1 I.• t 41mt. II (SEE SCHEDULE ; t/ru-m,' Ae eon 1 ON SHEET 3) - -Es. enls w Oe 1 SHEET 11) I',. est/4. 0.0 Imo__ _ __ ♦ _ _ ,- 'q FA0 OM 1 I IX1ST ---__i PANEL T�I-1 I WpOp HEADER .' LENGTH .1I _..-O I WOOD ANCHORS - I 61,LSS 1 1 (SEE SCHEDULE .__ ._. REQUIRED (SSEKEET t15CH;WLL ON '. .. QI (--_-_ - - _ - -_ iT_JJl -.. ON �S �144r =qX'/4. t-T ;1/z-i MAX. ' QI 1 11" i ._I l LENGTH I LFNGnH I 1 MAX. O - 1 { WOOD I Z. # RW 2. E01__-. �j fiC, I 1 Ann 6 4V,,I C 1 I ED _. { - _ t'.4 I I x 1i1 iT i O 1 1 �1 I - _L-..._ jLi fjI I 1' MAL. LONC ALUMINUM SPACERS O 12 t/2' _ ; Ij I -®D.C. (SEE TABLE I7 ON SHEET it.) 11 Eli 1 _� 1 I � 1 SEE NOTE a BELOW FOR UMITA110NS FOR 1 SEPAR47ON Y' MAX,it 1 1/2- LONG SLEEVES. I 1• '� 1 ' m GU55 PANEL LENGTH I PANEL LENGT I (SEE SCHEDULE (SEE 5{:NEDIItF 1 I ON SHEET 3) I (ON SHEETS) 1 ,_ I ON SHEET 3) -PANEL MATE FEMALE O OR PANEL IRATE �.. t/a'W-mt• 1 SPLUS (SEE SCHEDLE CI SHEET IT) ,V 1- r 1 At t u I I6n I _ .. �o 7-4i I --1 - i .. - H G1A55-an D O E_ PLATE REQUIRED I -{ON SHEET 3) I DIRECT MOUNT W/ SPACER as i ; T- f -_- -i-- I * I ALTERNATIVE 2W' I O �'�rI ` SCALE 3/axi I 1 u SEE TABLE I7 ON SHEET 1, FOR MA%. PANEL LENGTHS k I 502 1 I O t2 1/2' O.C. 1 MAX. AS.O DESIGN LOADS FOR THIS INSTALLATION, I I Of 1• - I ED i ` - i - 3 I e 12 1/2' O.C. EO I - - 1 JJ 1- 1 _ --- I E� ,. - - C I WOOD ANCHORS * * tam: _L. ! STAGGERED W/ STUD PACER M MAY ME , I/2• LONG r: ED _.. _ (SEE SCHEDULE ON .- SHEET 11) (1) VOWIA N S LIMITED TO A ONE STORY NUU MG7 MOTH 15.-0" (:) 71' pww rRwi AN 2•xA" WOOD ' ILRRDW NDOW aRWRILY(�inOitED�rRICIDN PLATE REQUIRED .�RECT WOOD ANCHORS 1• WL SEPAIMLTaN m alBe rauTm 2•x4' WOOD STADGERED W/ STUD Hm *W 3 HAT K omucm m I/4• M -T -PLATE REWIRED u) ANCHORS BOND TM COMPONENT M 01046 WIRE ILWE O ON _ (SEE SCHEDULE ON LORE M THE ID,LQWm omo= ARE -- . •' PANEL MAR PW6) SHALL aC IPA= NUMN A 9 t/4' aC -- SHEET 11) OOAUM WAIN (61N16T � ser"Wrom FROM t2 1/2' O.C..ADNM ALIMm DN (l) ASID aE6AN PREP.I. I[ RAC (3) MAX 24 M0F PATES LOOM S LAnm m N' a IRA' ROMi _. ..-- -�' -- - -•� i (2) MAI"NN maw FARM LENGTH 6 'ECT MOUNT 6> mo[ 91¢I It1Oi IM9W PAINn ID911e ALLOWED a 7i UMI"WAM 0' � W (♦) low WALL MOUNTING (3) SMW PAQ MMXLVM E aKY 2. grwLLOM 0'r. IeR7E/22W um vWca M w� ALTERNATIVE i W Wn0 AN EIMTIi9 eOOo FRAME WALL SCALE 3/8.1• Moo iiLe 3(7WI'C I t� Apia mm L ffoo or K E nam V SCALE 3/6-1• (4) WLC Q � IJSTIi E 1 J �jEa A:.Tr[l/l NOTES., 4 -' CENs'':�� FLORIDA BUILDING CODE Non High II Hu tong Zone mnto ri. 1INSTALLATION Y V I F R A.. 2 ARE ONLY VALID 0 VAX. S D n,DGo AMC,NE FOR COMBINATION OF SECTIONS: N� No. 44 : z ' 1 BT 24 GAGE OALWIN)ZED STEEL STORY PANEL DESIGN PRESSURE RATING (p.a.l) AND PANEL LENGTHS 2 Rat M. -* ) * = * TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR _ COMBINED IN ANY WAV TO SUIT ANY ALTERNATE 21i - �' SATE DFi--�' r_�=�- GLOBAL PROTECTIO PRODU LLC. Q/ "' -'� IL E C O AMC. CTS, ORE: INSTALLATION. �p F _ 49O '• (DRIDsi 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 rr')d rslluMeMOA®►.- oAw. rL �'A 20-175 IF F. nIxW """".1;1 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC S% (. ,:.R- . am,O,,r' -; c --'w, nvc: teb,)er-IBMA. Ali tw)6e9-6tn DENSITY OF 0.55 OR EOUAL. AANiiMMW Hw,wE/drz - rw-BDBBIR --,. a °H°R"N° H` - „-,r II' w rKm A nid Jt.. PL elael e d 19 A FLORIDA N1Q GENERAL NOTES rrW n Pne lteele u I M lIIEIY A - LNIMD t4n•n ilk (C) TO LX75TNG W000 lYW._SpECEC G �VITY C- - 0.55 YIN.): 1. STORM PANEL SHOWN ON THIS PRODUCT EVALtAiKW DpCLIYENi IF D.) HAS BEEN VERIFIED FOR COMPLWtGE IN ACCORDANCE - 1/4'1 TAPCON ANCHOR$, A5 YANUFKTVREp BT I.T.W. BVIIDE%, INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - /14-10 PANELIATE FElLKE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTOR PRODUCTS. VELOCITY HURRICANE ZONES (WL411-DPOE / BROWARD COUNTIES). - I/4-0 LAG SCREWS PER N.D.S. IIW THE CODE- FOR A BASIC WHO D6ION MIND LOADS SHALL SE DETERMINED AS PER SECTION D P - 7/18'e . 5/6' WOOD BUSKING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECIALTY CO. E ABOVE YEARS T F SPEED AS REQUIRED BY THE J111115pICT10N WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DWEL'iIONAJtY FACTOR EL L KD-0. 7-16 AN SHALL NO EXCEED THE WxMUM A50. DESIGN PRESSURE RATINGSINDICATED ON SHEETS .1 NM RNT T AN 1 1 - i PN1 T P e3. USING A17. 0C UM THREADED PENETRATION O W000 OF TAPCON ANCHORS SHALL BE T AND 2 OR ELCO EUAA E 1115 ( ) ) / 17, 16 A 3. 9 TWIN 12 AND PANQWLE FEMALE q. IN ORDER TO VERIRY ME ABOVE CONOITIOH, ULTIMATE bE5N,71 1YWp LOADS DETERMINED PER ASCE 7-76 SHALL. SE FIRST E REDUCED TO AS.D DESIGN PRESSURE RATING BY MULTIPLYING THEM Br 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.D ) C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO ME WOOD FRAME UNIT SHALL SE 1 I,i NO THREADED DESIGN PRESSURE RATINGS WDHGTED ON SHEETS 3. 9 THPU 12 t 17. le. PENETRATION AM STUCCO SHALL SE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS M USED IN THEW ANALYSIS. FASTENERS SPACING TO WOOD HAS SEEN DETFRMWED IN C.3) MNRMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS ORAWNIG ACCORDANCE 1i AIDS 2015. STORM PANEL'S ADEQUACY FOR MPACT AND WIND RESISTANCEHAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/5 1/4 1/4- a-20 SCREWS USED SHALL BE 1 1/2• LONG MIMMUM THE ABOVE MENTIONED CODE AS PER AMQ6CAN TEST LAB OF SOUTH FLORIDA REPORTS i0014.01-01 NO /0219.02-09, AS SHOULD STUCCO EXIST. AND I' IRNN N FOR WALLS WITH NO STUCCO. PER SSTO 12-99 k ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT I112301-10 AS PER TAS-20t Nip TAS-203 PROTOCOLS. AND AS PER CALCUlATX3N5 PERFORMED IN ACCORDANCE W/ SECTION t604 OF THE C.5) IN CASE THAT PRECAST STORE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS Be FOUND ON THE DMNO FLORIDA BUILDING CODE. WALL, ANCHORS S11NJ. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN C.I). C.2) k CA) 2. ALL ALUMINUM EXTIVSKINS TO BE 506.T-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETALS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE 50 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS ®k® SHALL NOT BE USED. STEEL DESIGNATION Ii 92.2 NA (AFTER ROLLED). 9. IT SHALL OF THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNONESS Or THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO RE STAINLESS STEEL 304 OR 316 AIS SETTEE OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK CW WOOD FRAME BUILDINGS. 50018 W/ 50 iYIELD STRENGTH AND 90 AN TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 t.33.4 10, EACH REGULAR STORM PANEL WITH LENGTHS OVER 90', AS PER SECTIONS I. 2. 4, 5, 6 AND ALTERNATIVES 1W, 3W k AM ON SHEETS 4, 5, 6 k 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE NAMING INSTAUCTMG OWNER OR TENANT TO 6 BOLTS TO BE AS7M A-307 GALVANIZED STEEL OR ANSI 304 SERIES SONLESS STEEL WITH M Hsi MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLIC48LE REINFORCEMENT DURING PERIM OF HURRICANE WARNING. 7, ANCHORS TO WALL SR41 BE AS FOLLOWS: 11, THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WM/RAIN INTRUSION. (A) t0 EXIiTING__.CONCRETE. - 1/4-P TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDE%. INC. (Min C' 3192 P.w.l.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWNG PLUS ANY BUILDING AND ZONING REGULATIONS P . _PROVIDED BY THE Jl1RIS01C ION WHERE PERMIT 5 APPLIED O 1/a' • a 7/e' CALK -IN ANCHORS. AS MANUFACTURED BY DEWKT INC.XVC - I/4'4 3/4' SOLO -SET ANCHORS, AS DISTaeUTEO BY ALL. PDIM SCREW, BOLT k SPECIALTY CO. 73. (o) THIS PRODUCT EVALUATION DOCUMENT (FED) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (MITI Celli0PANEL Pwi.) FOR A SITE SPECIFIC PROJECT. ,_4. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E.D. 1 -t P P H R ELCO CONSTRUCTION PRODUCTS - ♦ 0 PANELMATE FEMALE q t ANELMATE PLUS ANCHORS. AS MANUFACTURED BY L RVC1 I - 1/4•0 ZAMAC NAIUN ANCHORS. AS MANUFACTURED BY DENALI. INC. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND WSTALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT A1) MINIMUM EMBEDMENTOF TAPCON ANCHORS INTO POURED CONCRETE SMALL DU 1 J/.', 2' FOR ELCO PANELMAIE MOBASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 1 3/4- FOR ZAWC NNUN ANCHORS, CONSTRUCTION SAFETY AT SITE MTHE CONTRACTOR'S RESPONSIBILITY. W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED 9NAUD IF MDOffoED. A2) CALK -IN k SOLIO-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT !INTO STUCCO SHALL BE PERMITTED. 1/4- P-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (c) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E_O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P,ED, ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUB11tT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHAD. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.E.O. SHALL BLEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT (B) m E% .r. CONCRETE BLOCK WALL ASTM C-90 14- SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/1' • TAPCON ANCHORS AS WNUFACiNEO 0Y I. T. W BU7LDE%, INC PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABp1NG TO COMPLY WITH SECTION t]09.9.J Or THE - 1/4' W . 7/5' CAUQ-M ANCHORS, AS MANUFACTURED BY DEWALT, INC. FLORIDARIBUILDING CODE. - t/4.4 X 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED RE ALL POINT SCREW, BOLT k SPECIALTY CO. - 114-10 PANELMATE FEMALE 0 AND PANELMATE PLUS ANCN0R5. AS MANUFACTURED BY ELCO CONSTRUCTOR P IHNN - 1/4- W ZAMAC NAILN ANCHORS. AS MANUFACTURED Bit DEwi INC •\Ea A. T, Z, ELI) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZAMAC NA;UN ANCHOR. INTO THE FLORIDA BUILDING CODE Non High VelocityHurNcons Zon• Ili ENrF;V'- , BLOCK UNIT SHALL BE 1 1/4- 3 .• 8.2) CALK -IN t SOUD-SET ANCHORS SHALL BE EMBEOOED 7/8- INTO THE CONCRETE BLOCK UNIT. NO '1AT044 e2mo a,ua WG. 24 GAGE GALVANIZED STEEL STORM PANEL Deli T STUCCO SHALL BE PERMtTED. 1/4• 0-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM SHOULD EXIST. * - AND •• MMIIMUY FDA WALLS WITH NO STUCCO. "D' STaTE- -�1 .) IL E C O LOBAL PRGTECTION PRODUCTS. LLc. ��q 9'•. ENG 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE NOUN EF[ORI�✓TXLR r9MW1•A INIKIQJellOiaeosW s, s,I1X+1,,, m MrnIRA � 0.� IRA DEAL R -1AEXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH ME PAIN STRUCTURE REHWD SIGHP S,s• RY„ ON) - P - NViDIt (sp )M-73U, ,NL (-)..-- 20-175 A ANCHORAGE SHALL BE AS MENTIONED IN B.1) AND N 1i /O GhoOPs]H w. 9MKSIo w7j1//IIi11/1,VN TWM,VaX IMLm A ILUF A_ PE 9M[T 1 V Ie INSTALLATION INTO POURED -(gnLbricaoluocCONCRETE DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK _-: G coP CONCRETE in STRUCTURES REQUIRED.BLOCK REQUIRED. CONCRETE ANCHORS , CONCRETE ANCHORS (SEE SCEDUtE ON 11� % SHEETS B THROUGH O) .. -t 7) (SEE SCHEDULE ON - / THROUGH 10 SHEETS 9 ) - ; • .. O EXISTING POURED CONCRETE OR 1__-.., - _ 1 `// 1- ✓ ._i CONCRETE BLOCR_. .- REONRED. O �. 1/2• / t/x• tWX CONCRETE ANCHORS / %���6- ai,U101 MAo eats ._ -.. 1 _. �/ _ .. �/ (SEES ON // ' - - .1 1 LD 1 j'; I / EA. / 9 THRE SHEETS 9 7t9O1lCII L- 0) _ I %// I I I I / ///�� i"I,,# "/ e � 1 I j, �� �� / I- v D // I / I � I I - un - -- _ _. _ T. _ . is wTs • -- 6 _ Lan. _ _ -_T_.. eaTs W E.D 11, I EPTO .ARATION, {iR la wrn 7� .�I Two G�'iw55. - i (Vs'°" "sn ,COIN au T•�S 1. I IXSTIHNC�I" (SEE SCHEDULE I IDLYN O,w, •L• B (SEE SCHEDULE i i%;//�`/� / I GL/55 1 ON SHEET 3) I I PANEL LENGTH R ON SHEET 3) I 1 1 I I (SEE SCHEDULE I I -L• M. I�TOCLCLAASSS I i' M- I CONCRETE ANCHORS I - I ON SHEET 3) L a I PANEL. LENGTH 4. .. 1 (SEE SOEDl11E '1 (SEE PANEL LENGTH I (SEE SCHEDULE - (SEE SCHEDULE ON ; I R ON gSCCHEDULE ON BEET 3) ).- A�-- -._1__ ON SHEET 3) - - SHEETS 9 TARO 1� i i 7 7 I I 1 Y T- / / I 5(1X i OF i' {/7�� 2-n 6I I V � NOy i V / /; /. ® -. ` LD i 1 ,11s4•r-m,- ,E I 5DX ,>; ,. /, I Of 'L• 1 ,. ; ! S 1 /. - .- 7QV * oc MAx. , %�� % � � iV/•EiD. i I t [I- L E D / I ED I i/ /. 2 ! I -.i J� D(ICOImKRETEP ORED i:'` 1 O 12 I/2' CC t -! , -- UY siem m""Me0rw01t CONCAVE BLOCK I ; CONCRETE ANCHORS /� ) J I �j� { ---. -EQ,iQ- t/4•-Ts1• AG. W.s y MAKM _ . I .. (SEE SCHEDULE ON 1 1 1 ALTERNATE - - I- MA. - • 12 1/Y O.C. / SHEETS 9 TWOUCN 10)12 . w ®oNi.r MKH SOLID _ NEC LOCATION ��� yy� • i .... O k CALK-W ANCHOR$ ARE USED t W/ WHEN IX6TINC POtFED CONCAVE OR CONCRETE BLOCK ALTERNATE CONCRETE _ Qft7M PONIED CONCRETE ANCHORS -- OR CONCRETE BLOCK RE UARED. CONCRETE ANCHORS STAGGERED W/ SAID PANEUJMTES ARE USED. REQUIRED. (SEE SCHEDULE ON (SEE SCHEDULE ON 7 SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) SE MOUNTINGN SCALE 3/9-1• I WNG SCALE 3/8-1• WALL MouNTI SCALE 3/1i a``pgg.....'T!([� r1�:''' EN r'� y4 s S FLORIDA BUILDING CODE Non High Velocity NUTricone Zon• ED. r EDGE DISTANCE ��F�C��BI�����: 2 '.0. 44167 i = �. * _ * _ - STATE O� C4-' - - �--- `4 °1O7° Ti7f10, NIB. 21 CAGE GALVANIZED STEEL STORM PANEL - I L E C O i mi c GLOBAL PROTECTION PRODUCTS, LLC. dW7J W. ' a "' (SEE SCHEDULE ON SHEETS 9 k 10) TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 9•• E _ .._ :�K''' F(ORID*. ! yy F " G, �?--Ld ALAI /D TN :: r. >L . re k. DOWUA.MM �YR r,„ �•rFL 33MA T a : ---,-,,s--: Pro -n r.ONc (Re4�R-7Aw. FJs (A6Ak8s-r2n ri,-OD�P)lI A�.w 4a r 20-175 OWA Re ....TANt;o ]ME/OAR r1L1OR A 11U1 Jr.. PL M1 - ,w,i •NE, 4 Or 19 INSTALLATION DETAILS FOR REGULAR PANEL (f) INTO WOOD ,r 7 LEG a'.8' (Yin.) OUSTRNG RWep0p - BEAM REOLRRED. 57RUCTI1FFiAl - _ _ ---LtocAATONE ADEQUACY OF EXISTING WOOD BEAM TO SE CERTIFIED BY et;O ..,-- ED _ -�- - REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER �'c - - NSTALLATON. WDOD ANCHORS ��' ALTERNATE W'OW ANCHII)Ii5 (SCE SCHEDULE ON _ __ - 1• MIn. -. WAD �i1•'A19° (SEE SCHEDULE ON SHEET 11 SLEET 11) ,, .H _. -EO--EO-. I 2' 1 - m""�'SC - i/4•-m,' u. MI w/ NUi • u 1 D.C. /2' �Er6 ,EG. t/a. I - MAX. W000 HEADER_... y t ) 1/2' __ __ _ _I 1 --T -- 1 EXISTING REQUIRED _ / {'r-mw0 1 O I GLASS -'I � I S tlan w� a I/.- o.c 1 I WOOD ANCHORS _ /. -r 2' ,1: I 1 I 1 Mn 1 �FPARATION I O (SEE SCHEDULE ON Yin SHEET If) I 1 C.. ® ; O (XASS. SEE 1 SCHEDULE 1 ve w-m,' I ON SHEET 3) 1 II 90.rz r I Min. SEPARATION TO MASS. ; t - f I I 01L[ mR IAw91 A f (SEE 1 SC HEDLA.E ON SHEET 3) 1 I 7 BamTb'r Y' MAX. . PANEL LENGM 1 LDY,H a91 7aT T MAX. �- - - - IV t A p o (SEE SCHEDULE 0. . I - --- PANEL LENGTH I i (SEE SCNEDU) MSS I 1 1 ON SEEN J) CtwsS I [[[ ��.,,, ■iMv■ 1 an OWL T�q ON SHEET 3) 1--J- T-= F- - - - -� It I i -- , - - - _. i [. � YAx ® OF 1 1 1 1 I I O I i 1 I - I O 12 1/2' O.C. i _ -- . _ _J- .. - I 1 E' 7/2•No I ALL T 1 EO MM eon rple 6I/.. CC. I. I 1 1� ® ,, _. ._ _. ___ _. -_ . .. - 2•XB- WOOD DECK REQUIRED 2-.4• WOOD PLAT€ -- WOOD ANCHORS _. - REQUIRED _ MOQO ANCHOR$ (8[E SCHEOUIE ON (SEE SCHEDULE ON _..~ _ VA' I SHEET 11) _. SHEET 71) - _ - __ _ CEILING AND FLOOR MOUNTING ALTERNATIVE -M SCALE 3/0-7- BUILD -OUT MOUNTING ALTERNATIVE 4W 11111t.0% SCALE 3/6-1' ;tEa A. 4 .-** ,10ENS*;'Tp NOTES, NOTE FOR COMBINATION OF SECTIORIS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ . NO. 44167 • i i * FLORIDA BUILDING CODE (Non High Vetacity Hurricone Zoro T BOTTOM MOUNTINGS CAN BE OP k MO DESIGN PRESSURE RATING .e.f AND PAN LENGTHS DES G RESSV E EL (P ) COMBINED IN ANY WAY TO $CAR ANY AS PER SCHEDULES ON SHEET 3 ; , �. � 9 •.• STATE OF w2tno n,r2:o..c 24 CAGE GALVANIZED STORM PANEL STEEL 11INM er: INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ::Nr ' �•T A!0 : � � ': - =--._ �k.,1 _- IL��CO, AfILOBAL ��� PR�UCTS. �. INmooi DENSITY OF 0.55 OR EGUAL y DNAL E -1 M « MIND S.W. at from "I It 11/11H1„'/. / aiw r. m srmW, n JA.r. (yn �,M Y m-,w Owl -IL '"', M•IC t.)IIM-75w. rat N5,)199-MW7 20-173 P.C. M.-I. YATUM/wrz "'•I A, ML i ,' PL M[ - .I DII'IR WQI I M 19 -9--i a) a) C- CIO N M I) � ++ U a) O � C O '0 O C CQ -11iiiiiiiiii -0 a) a- a) C a) =3 -0 O p 'O Fn 0 O Ili W \V C � (v y� O �V -� O .E- 0! z r� J C"""""""Cn 1/ tiv O !`- 0 UN J >< 7 LL .J L D M •V S2 ti ID I) Li C � � V, s W .Q > 0 a) ) C- 0 00 g--0 - = i_ 1) 0 O U :/_, 0 I- a - O W Li Q z z Q J a_ -4--a (3) ,0r000c- V / m 0 L- CDL 0L U 0 0- U) W SHEET NO. SH 1.3 L - n. 1.III . !=`_( ' II END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. VALID FOR REGULAR. LIFE CONCRETE BLOCK OR WOOD STRUCTURES: SAFETY DIE E—Z HANG STORM PANEL d) SYSTEMS OR 1 2' • r . I93' SW. CUM, OP t/ALIEN L YN• WOOD FRAME e063-75 ALLOW CGIT. M.IIY. "�/' r LLay O & ® NEOH,■RED ANGLE W. 1/4•9 . 1 3/4" 2 1/2"'` TAPCON a 12' OF. t .y POURED CONCRETE. CONCRETE \` 1� �- COKIE'IE BLOCN OR 1 �.. r�/ -KNOT O 12 O.0 -' I`llti CONK➢ 2'N• WOOD FRAME 1HXJRED WXCRER. 1 I ,/{b . 1 3/a' TIPCOII 2 1/2• \ / r 2*"' 1WE1ND00 FRAME :\ I V) DR® Ifil,* .., NNF PALM CAP CVI AAti is t� , , 3/+' - , I �' ?ARGON ANCHOR1FNIlOE lLL LOGt10M ki 13. O.0 VARIES1 22-.S• . 05S' CIAma,90< L na �, i ALIAL ANGLE 00 O8o• 3105-misN SHEET POURED CONCRETE. CONCRETE 2• A 4- x f2a• - �! Ms& ALUM WENT PUCE BLOM OR 2'0' ROOD FIM E SWow-To ALIa, /.! 'I 2 1/2' O -_ 2. - ; (ryP.1 - 4 KOYKO CONT. AWN. INCITE %/, MT). Yo.. =/4 - - - - ----------__J M0. GOP 1/4• • IKKT. 4• . 4• . On' 3105-Nt4 OR 11063-TIN A al • 12' O.C. W/ACRNuT Clint AVP ANTE CASE A(PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•.1• SCALE 1/4•.1' SCALE 1/4'.1• SCALE 1/4•-," -- - wIn-SET at uu,-N ;`\ I f 1�7' PoIIIED CONCIEIE. EpgINO 71WY AT "ORELE O .: ,O V ,® OR caEUTe 9LDa - -TIN, ,10TTOY d1 PN YE PLUp (SEE POURED CONCR[f[ 1 1 OR 2'.4• WOOD SIDES O. OPDs10 SCHEDULE ON SHEETS 9, MrORL,E NbCR III '' VARIES FRAME O ® FRAME REOLWXD AS MRJ:AKE l0 a 'I) OVfRUP p,EY .� 2'N W000 PANE \ I� ,:.\• . :\. .:� � . /AAIE OPEMNG W,DiH) QUAD CONCRETE. DDIDREIE REQUIREDKoUlWED 61DCK OR 2'N' 1100D 1 V, ` 4' © IR® J -WENT W/ ANT3(OR[D PROM ! VARIES i PAP44IR TO - r Y_ 1 WALL(WAR CUT no PAMN X - 6.0, DISTANCE --T- -- i TRACK . 1 'J ,.Nux,Hl„AIM CASE G (PLAN) uM sue,io • .` �T6A A: nkj4,44 SCALE I/4•.1• w N . AP y.� •'��CENsf ' : �9�Z VALID CERnFD DIRECT WEI INaST1ALUTpNNT �ATTION WALLS ONLY :• No. 44167 s SURFACE LEVEL VARIATIONS WITHIN 3/4- toots FLORIDA BUILDING CODE Non High Velocity Hu cons Zone) CASE E (PLAN) CASE F (PLAN) 0.729*oma.D F,. 24 GAGE GALVANIZED STEEL STOW PANEL SCALE 1/4"-1' SCALEDM,P, 9Y:£ 1/+'-1' SOF'•.'r(DRIDP •'�� E«c. GLOW PROTECTKN PRODUCTS. U.C. 02 mx 11� - / lli� . ItlND COYPA.n 4W00 SW. 5, snw a"a;-u�N F.: a FT) uF, ' .HOE (C.j9M-T5AL TAX- I.54JlPa2a2 20-175 u-aoSWil• GM'N - PE WAi[R A TUD .M PX M1 OEo f a to MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FAR REGULAR STORM PANEL G) INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 1QINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 a( 7) MAX. A.S.D. DESIGN PRESSURE BATING (P.•.r.) MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 k 7 APPUUBIE TES _ f. ! WYFt C, THEN MAKN4UM PANEL LENGTH (n,) TAPCON LAG SCREW PANELMATE FEMALE D PANELMATE PINS WOOD BUSHING 13" 13" 13' 13'J 1 ' ILO (TOP) 13' Ir 13• 13' 13• IW (BOTTOM) 6 1/2• 6 1/2' 6 1/2' 6 1/2, 6 1/2' 2W (TOP) - - 6 1/4• 12 1/2• 6 1/4 2W (BOn.•) 5--0' OR B e- -- e. - a. _ (TOP) LESS a• (BOTTOM)17' lY ,3 _ 13• 13• 4W (TOP) 45 OR LESS 13' 13' 13• 13 13 ) 13• 11- 13' 13' 6 1/2• 1w (TOP) 13, 13• 13' 1J• 6' 1W (BOTTOM) 6 1/2• 6 1/2- 6 1/2' 6 1/2• 6 1/2' (EDP) - 8 1/4• 12 1/2' 6 1/4• r.(sort.•) >5'-0• 4 1/2- '4-- 6 IJY 5 1/2' - (TOP) 14-4' 4 1/2• 4 1/2' 7- 7' - 3w (BOtTOY) 9 1/2- 12• ,2• tS' 13' 1 13' 1 13• 8 1/2' 14W (BOTTOM) SEE TABLE #1 FOR MAX A.S.D. DESIGN LOWS h MAX. PANEL LENGTHS WHEN SPACER " S P USED, CORRESPONDING; ONLY TO ALTERNATE 2W ON SHEET 6 MAX, A-S.D. DESIGN PRESSURE RATING (P.6.2.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 AT 7 APPLICABLE ALTOOL k ANY COMBINATION MV'AUY PANEL LENt1•Til (n-) TAPCON LAG SCREW PANELMATE FEMALE ID PANELMATE PLUS WOOD BUSHING 1]' IY 13• 13' 13' too (TOP) tr 13• 13" 8• lot (WnCQ 6 tj2• 6 1/2- a 1/2. 8 1/2' 6 1/2• 2W (EDP) 6 1/4- 12 1/2' 6 l//' 2w WIT.) 5'-0' _ r 7 1/2- a" 8' - _. (TOP) W tO 7 I Y _ a' .. 13, 13" Ir 13• 13• 4W (TOP) +45. -48 �° +75. -73 13• 13• 13, 13, - Ir 4W (Bartow) 11• 13' 13• 13• 10• tW (LOP) 13• 13• 13' 13' 6 1/4" 1W (90T10M) 6 1/2• 6 1/2- 6 1/2• 6 1/2• 6 1/2' PW (TOP) - - 6 1/4' 12 7/2' 1 6 ,/4, (BDTr.•) >5._o 4 1/2" S' 7 t/2• 7 1/2' - (TOP) rTs- s' _ S 1/2• a• 8• - 3111 (80Rd1) 13' 1 12- 13- IS- 5 I/2- (EDP) 13• 1 13' 13• tJ' to' low (6Oram) • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS B MAX. PANEL LENGTHS WHEN SPACER 0 15 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TAgE /1 e A.S.D. DESIGN LOAD MA)OIAULI PANEL LENGTH 40 PSF OR LESS 6'-B• * 40 PSF TO 50 PSF W-2• * 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE aAALE (D OR PANEL MATE PLUS ANCHORS a( W/ Stwm,o!NzT 1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL n, INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON ..- ._�EO 1/4.0 TAPCN _ ,oU11REO ANCHOR • 0 O C ENTA14CHM O 9O.0 CONCRETE BLOCK % i CONCRETE BLOCK i RCORRLD. ACQUIRE- . / �/j�J `' A _ I % 1/Y � 1/4• t ./ t/Y 1/4- MAX,__ - ��/ IMP': - - -- rf/ E D.* %/ I E.D• /� I 0. D.W4NP - E,a nWa ,PN oa 7�7 PANE_ LENGTH (SEE ELEVATION ON SHEET 12) l LCONCRETE O• I EXISTINGPOURED / oCONCRETE I eLR.ocec REQUIRED. ,•. I 1 a W oa L _ J 1/4•0 PANMMATE PLUS ANCHOR O 12 1/2 Q.C. SEE FEE14 15 k 19 FOR ANCHON! TYPE k SPACING FOR R6TAUATONS INTO WOOD Fk" W)LOPM. LWA tU ANCHOR SPACWFS AND MMYW EDGE DISTANCE ARE NOURD ON THIS SCHEDULE FOR E.D. LESS THAN INDICATED ON SCHEDULE RECCE ANCHOR SAIGNO By MULTIPLYING SPACING FORA ON SCHEDULE IT M FOLLOWING FACTORS, FOR THIS OPERATION TO SE POSSIBLE IEIRM SPAC Q; OBTAINED USND FACTOR SWILL NOT BE LESS THIN MINIMUM SPACING INDICATED FOR EACH AK M TYPE ON THIS SCHEM". V••• ,/4'N A DWOIR TY9EPLUS .Ao w WNMN. ANC ON VACM 00 l 3 •ICNNN A_ hu-HIA A) 3 3 J J Try "cra o.0 oWIW.N Ay W AOAK m amu lm pC10R off- F•-TON I t/4�INt' / TO ro CLASS. Ass to �- _�R� I CIXlA55 I 1 I N 1 'L• MAX. ° a• PANEL LENGTH 1 I (SEE ELEVATION i ON SHEET 12) 1 -, 1 1 I EXISTNG PWRE CONCRETE OR CONCRETE 810(7' ■ - REQUIRED. ii MlYOD) 1/4'0 PANELMATE ,?ll>3._ �.. 1rJtON R-3B ANCHOR (BEYOND) O LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8-1- FLORIDA BUILDING CODE (Non Itch Velocity Hurricane MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULeR STORM PANEL n INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL CD INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 A 5) MAX. A.S.D. DESIGN PRESSURE (p.•./.) MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW /mPvI.IC�BIE ANYLENGTH QiOO 110N 1W(IYUIN PANEL (nJ LING. A.S.O. DESIGN PRESSURETAPCON (PR.r.) MAXIMUM ANCHORS SPACING FOR MN E.O. PER SCHEDULE BELOW APPLICABLE �Ht• MAXIMUM LENGTH 1. (rL) rAPCON SOLD -SET ETING � PAa 1 PLUSk zAMAC-NVUN CAI(-N SOLD-SEr iE ® PANPLUS 7E ZAAC-NMUDN CALK-INk m ro m ro m m ro m m OONfm71L1[ (will 10 OMBINATION OF THEM 1 45 OR LESS 13' 13' ,]' 13' 13' I!' 1J' 13' Ir 13' 13• 13' I (LOP) W_r OR LESS 145, -45 To +0.5, -63 1 ' J 1 ' 3 IS- 13' 1]' ,3• 1Y ,]" ,3' Ir 1J' 11 1 2 / 1 iIOP ) 5,-6• tE�0. ,rr13 t7• 13• 13, 13• 13' 13' 13' 13' ,3• 13' 1 (BOTTOM) 13• +3' 13' 13• 13• 13• 1r 13, Ir 13' 13" 11 1/2 1 (BOTTOM) 13' UU' IS' IS' 11' U' IY 1T 1]' IJ" 2 (LOP) t3' ,!• ,3- 1]- tY t3' lr 13, 1r 13' 1J• 11 1/2 2 (TOP) 13• IS' 13- 13• 13' IS- 13' 13' 13' I]• 13' 2 (somm) ,J- 1r lr 13' tr Ir Ir13• ,r t3• 13• 13' 13' 13• 13, 13' ,3' 13• 3 (TOP) 13' 13' 13• 13' Ir 13' 13• 13- lr 13' 1J• 11 1/2 3 (TOP) 12 1/212 1/2 - - 6 1/4. 6 1/4- 3 (BOTTOM) - - 2 1/212 1/2 b 1/{ 6 1/a 12 1/2,2 1/2 - - 8 7/4 6 Ile 3 (8077OQIr a' 8• e' a' a' 8' B' 8' 6' 7 1/2' / (TOP) 8• 5 1/2• a• e' e' 6 1/2' a• 7 1/2' r e' a' S' 4 (TOP) 4 8 8 a r - a• - 4 (BOTTOM) 1]' 13• 13• IS- 13• 13' 13' 1 13' Ir 13• 1]' Ir 5 (TOP) 13' I3• 13' 13• 13, 13• 13, 13' Ir 13' 13• it 1/2 (TOP) 1]' ,]' 13' 13' 13' 1Y 13• 13' '3' 1J" 1J._ IJ' -_-tr S (BOTTOM) b (TOP) IS' 13• 73' 13' 13' IS' 13' 13' 13• 13' 13' 11 1/2 S (BOTTOM) 13• 13• 13' IJ' 13• '31 13•- _ 1]' - 1J• 13- 13" 13' Ir Ir 13• is, 13• Ir Ir 13- it 17P 6 (LOP) _--- - 6 1/4• 6 1/4' 6 1/4' 6 1/4' - - - - 6 //4' 6 1/1• 6 (BIT(.•') - - 6 1/4' 6 I/4• 6 1/4• 6 I/4' - - - - ---- 8 ,/{' 6 1/4' b (BOTr.••) 13• 5' 13' 10 1/2 ,1" r ,3• T 7 1/2 , 5 1/2 t3' { t/2' t (TOPS >D-6• 7p W-4• 13' 6' U' 13' 13' a t/Y 13' 8 +/2" 9 1/2' 6 1/2' U' S I/2' 1 ) >S'-b' 70 p-b. 13• 7• 13• 13• 13' 9 1/2 13• 9 1/2 10 1/2 7 1/2 13• a• 1 (BOTTOM) 13' 7 1/2' 13" 13' 13" 10, Ir 10• $1' a• 13' 6 1/2' 1 (BOTTOM) tr S. Ir 10 1/2 lr 7• 13' 7• 7 1/2 15 1/2 13' 4 1/2' 2 (TOP) 13• 6• 13' 13' 13• 8 1/2" I3• 6 1/2' 9 1/2' 6 1/2' 13' 5 1/2. 2 (TOP) 13- I 7' 7' lr__ - 13' _ IJ" 13' 13- 13' 9 1/2 13' 9 1/2 10 1/2i 7_1/2 tJ' 6 t/2' 2 (BOTTOM) IJ' 7 1/Y 13' Is- Ir to- 1J• to- It- e' IS' 6 1/2' 2 (BOTTOM) 9 1/2 13• 9 1/2 ID 1/21 7 1/2 13• 6 1/2* 3 (TOP) 13" - 7 1/2' - 13• 13' 13' ,0' ,r 1 10' 11'_ ---- 8' "--- - Ir 6 1/ 6 1 4' 6 1/2' 6 1 /' / 3 (TOP) (BOTTOM) 3 BOTTOM - - 12 1 /2' 12 1/2 6 1 4• / 6 1/4. 12 1 /2' 6 1/{' - - 6 1 4' / a 1 {' / ] (BOTTOM) 12 ' /2'12 1 2 / a , {' / 6 , {' / t2 1 2 / ,2 t/2 - 7' 3' a' 5 1/2' 7' 3 1/2' B' 1' 4 ,/2' 3' 6 1/2' 3• 4 (TOP) 7 1/2 3- a• 6" 7• 4- a• 4• 4 1/2• 3 ,/Y 6 1/2• 3• 4 (TOP) a - e a 1 1/2' { (BOTTOM) 1. a. r - S 1/2' 7 1/2 4 (BOTTOM) 13• )' 13' t3' ,3- 9 t/1- 1]' 9 t/2' ,0 ,/2' 7 ,/2' 13' e' S (TOP) 13' W 1/Y t3' I]' - -,3' 10' 'J' t0' II' a' 1Y a 1/2' 6 (TOP) 13' 7• ll• IT 13' 9 " IS' 9 1/2. 10 1/2 7 t/Y ,3' a . 5 (BOTTOM) 13• a l/Y U' 13' 13• 10• Ir 10• it' (BOtTOM) -_ -- 7' 7 1/Y 5 ,/2• 1J' 1 1/T' 6 (TOP) 13' 6• 1J' IJ' 1S• a 1/2' 13' 6 1/2• 9 1/Y a 1/2- lJ' S I/2. 6 (TOP) 6 1/4' 6 ,/1' 6 1/{' 6 i/4' 6 1/4' 8 1/4' 6 (a01T.-) 8,/{' 6 1/4' 6 t/{' 6 ,/s' 6 1/4' 6 1/4' 6 (BOTT.•• SEE SHED II UDR ANCHORS TYPE a SPACMG FOR INSTALLATIONS Rn0 WOOD rRNE BWDOK • MRWW ANCHOR SPACWQS AND MM" EDGE DISTANCE AE ROIFAIED ON THIN I2>EDULL FOR LO. LESS THAN INWA70 ON SCHEDULE REDUCE ANCHOR SACMG BF MATINYNG SPACING &40MI ON SCHEDULE N M FOl3ONN0 FACTORS, FOR THIS OPERATION ro WE POESSLL REDUCED SPACING OMAMM LOM FACTOR SMALL MR M LESS THAN ~N SPACING ROTATED TOO EACH 4404001 TYPE ON THIS SON DIAL 1/4-s 1/4'. 1/4•. l/41. AMCHHM Im COMMON -1/4'• tHaO-i[T 11R IVN TAME -NAM GALA-e, W MUM ANCHOR SPACING (N.) 3 ] 3 3 2 try' 2 Try A1WANr,M mM p.) 3 3 try' r 3 3 '? 3 06TANO tCD.I elan' 3 3 ,? 3 1/3• 3 try J 'Ir AURAL 8W MMU FACTOR , ,/S• OI• - - - - ' 2__ 1/r _ - OIt oso _ - -- - -- n5o - r aw Tao -_ - ou -- - ,31G ,iq lm ,a• » SPACINGS ONLY VALID WHEN SPACER 8 IS USED. SEE JWE #I FOR MIU(. ALS.D. DESIGN LOADS & MAX. PANEL LENGTHS *MEN SPACER mil IS USED. r MA. D.M.. ZO. -I. TALL O O O O O O 6 ----- ____T_�_,._ -T--------- T __ IMLLJI A A". DESIGN LOAD w>alasl PANEL LENGTH 40 PSF OR LESS 6'-B• > 40 PSF TO 50 PSF 6•-2• * 50 PSF TO 60 PSF W-10- A IPA%. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ " SPACER AT 12 1/2- O.C. FLORIDA BUILDING CODE (Non HMGh Voloclty Hurricane ANCHORS (SEE SECTIONS A ALTERNATIVES ON SHEETS 13. 14. 15 �R-IA/13. R-2A/13, R-3A/14. R-18/13. R-29/13, 111 31 MAX. R-tAW/15, R-2AW/15, R-SAW/16. i* R-18W/15• R-20W/15• R-30W/15. I' wN'-' L/2 1 1/4-a-20.1" S.S. BOLTS W,@ L' (USE FOR PA/EL LENGTH MAX. OOVER TELL O PANEL LEI-40. REGULAR STORY PANEL RECU/LAR STORM PANEL a'-e' O +40.0, -{0.0 C.R.E. Z (W/ OYEALAP LID PANEL LENGTH ROM . - LIFE S � Y PANEL '. - 1 Y-6' O iSOA. -64.0 p.R.l. .. _ (W/O OVERLAP WHO PANEL LENGTH BOLT) A - A USE .� • 2MN. PANEL LENGTH1/4'•-20N'AT 55ALL MONINGS AT 111I 2 ` 1• - __.____ ._T _. __. _9%CES AT STUD AOTFE SAFETY PANEL BOTTOM CORNERS O I D.M..Q. _ --OVERLAP--OVEIRAP- or WING HUT AT EXTERIOR YANG NUr AT iikv I• LEAN. R-iA/FT 13LR-2A/13, R-3A/14, R-1B/13 RIGHT R-30/14, 31• WIN t INSTALLATIONSP TO °;OtYno..h. FOR wIHO R-TAW/15, R-2AW/15, R-3AW/16. R-IBW/15, R-261I R-381101/16. _. ...ANCHORS (SEE SECTIONS k ALTERNATIVES ON SHEETS 13. . 1415 k16)_ _._ 1/4' MAX. GAP LIFE SAFETY STORM PANEL C) ELEVATION M O REGULAR 2.687_ SCALE 1/4•.1• ...,. STORM PANEL (WIN O.WIP 11YQE H,LLEVJ CD STORM P __ _ ___ ___________________ Ni 4� _L_ _ _ _____ PANEL ____ t(4eeNNIy REGULAR p� Al". GAP - �•• LIFE SAFETY PANEL =q * �* ` FLORIDA BUILDING CODE Non Po h Velocity Hurricane ,t,•., A� e .- R20m MOOD. RC. EXTERIOR-, ,OR �yS,s.,0RIDI, .\���4; 24 GAGE GALVANIZED STEEL STORM PANEL aw '=. 11 L E C O L«a. LOUL PROTECTION PRODUCTS. U.C. 07n SECTION A —A �a 9 M ~MY •.� =.w 5+ snw SCALE 1 /4--1- 7'2L�LJ e. n, #.1.W/n AImR R L1. CAW. R =I' •tD A..,.. ow -Ale M : aNW m-,a, IH,O,[: LW)M9-,S4A FA: (954)f6 ? INSTALLATION DETAILS FOR LIFE SAFETY PANEL 6) INTO WOOD STRUCTURES I'I I HOOD HEADER _WOOp WADER /..� w000 WADER WOOD HEADER AEOIFIRED �y REWNIED f. ('.,, �fOIPRFO :-`•�-IEWIRED 0 TIPCO( / t 4'. TAPCON 1 4'6 T / 9" 0.0 % I t 1 APCON - 1 4Y TAPCOI ANCHOR HOR O O 9' O.C. OR O 9. O.C. � O 9' O.C. � ; .4) J J 41111 1111106 1/2'1/4• ,/2. 1/4• i1/2. 1/4• 1/2" MAX. _ WL- IqX Mom- .2• , I! 1 T 2.' y,., 1 i 2• RI 1 �• a. _. _..__ 7 i R i \J a ^ j ,a/A4 Q>ani• to 9 I ,020+• ahwiPWAH' _ a I H X ,/4ro-2o.,• ,l'- r -.(.- - A u N I 1 b-2at• p - ;` li i- A oa W DnSnNy„p 1 to Lan w ° EXSmJD„D 1 e10.an B I Me,E GV55 n _ i 1nWw (IXXASS ; OtAn a I EX6n�e.Hl 11 ; ] IaaN own 7•X) W ' 4 ° Y 't II j ' I n n 1 ' Z- MAX. _ _-L._.. PANEL IENGnH _. - _. _'__.. 1 - _. - ■ -__ _ -._ 3 . PANEL LENGTH 'L' 6 1' - --�--- r M•a (SEE ELEVATION MHa. P tl'-- PANEL LENGTH 11 1 PANEL LENGTH a (SEE ELEVATION ON SHCET ,2) i ...._ ON SHEET 12) ':(SEE T, --- 1 ! (SEE ELEVATION .:- �_.-- ELEVATION -n ; .� . a i T ON SHEET 12) II I ON SHEET 12) A I B I i 9 Not, Ni• Art .-., ij-_ .,.-Tl I-- SEPARATION - •a .-::�`__ - _� _.-: K^--SEPARAnQH I 1 a 1• Mi, i ' a TO GLASS H. 1 I 1 O W--SEPARATION O / - -O I I• MT). O I 1 _ p TO G1A55. 1 L/1 WEP 1 -STD GLASS. I 8' a I • TO CUSS. U a. p 1 03 1 - 1 •. __ I - . t t E0 .. - t - 1 �O i 1/2' E C1 O 1 - eeaL1,2■ W,t�De LIQ 1/2• 4+F 4• 4 4 2 .i PLATE L I -As. ro2t�Ar17y8/p NI J4'6 fs'P TAPCON REWIRED �4•0 TAPCON 2. 4- a12 'APO. wOQO - - 1 ANCHOR O 9' O.C_ - - ANCHOR • 9. O.C. AND/UDR O 9' O.C. PULE - I STAGGERED W/ STUD -" I STAGGERED W/ STUD REWIRE _._1/{ R TAPCON _ ANCHOR O r O.C. L I -JuE -_=;-: -PLC .:: _ NEOUIR 4J3Lfi�lldl A� TERNATTVE R-1 BW Vim PANELS �11 SAFETY PANEL O LIFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SCALE 3/a.,' P 1k. Ti SCALE 3/8-1' !ONES. 3 E DENS l✓9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zorn 'mal1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN ' 44167 Z D YEN00D' Rs 24 RAGE GALVANIZED STEEL STORY PANEL ORWN W: • * PRESSURE RATINGS (P.s.f) AND PANEL LENGTHS AS * •• * PRODUCTS. LLC. D I BAL ION OE; PER ELEVATION ON SHEET 12. ='?y -Q STATE D�-�-' IL. E C O N«C. GLOW PROTECT 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD s 9 •• F (r •�}' ! AR7 416o So. 51 slow ONE. ti 3AtH MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC AW c(a4W n7 2O-175 am --!PN-m M N DENSITY OF 0.55 OR EQUAL. CA-000Q,9 n► HIS -.r aRNrMw AIR I,AE/DATE WALtpl A 1■1R ,A-, PL •• SIQl 15 O to 17 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f1AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE O CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(a)INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 a 5) MAX. A.S.D. DESIGN PRESSURE (�P jr13 MAOYW ANCHORS SPACING FOR WIN E.D. PER 9NyED1AE aE]D1Y APPINABLE k '77�r ANY YAONES, PANEL LENGTH fin,) MAX. A.S.O. DESIGN PRESSURE (P� MAXRNM ANCHORS SPACING• FOR WI EA PER SCEDUlE BELOW t�LICASLE a f OF THEM PANEL LENGTH �R ) TAPCON SOLID -SET P TE TE LLILI'C-NAI CALK -IN TAPCDAI SOU SR nw" TE P � LMYC-NNLIN CA)( -IN it' To 13' ,r Ta I 13' TO 13' 13' m ,o m IN m m m m w To >.w -65 +75, 75 1r 12• 13' 10' 1 (LOP) • OR �S >.m -75 10 +1t$-112A I 5- 13- 10 1/2 13• 6 1/2' 13" 6 1/2- 7 1/2• S 1/2 13• 4 1/2. 1 (TOP) OI lEM 111 13. 13. 13• Ir 13' 13• Tr 12' 13' lo' 1 (BOTTOM) 1r 0 1/2• 13• ,r Ir 9' or r Io' 7 1/2" 13• 6' 1 (BOTTOM) ,1' it 13• 13' 13- 13• 13, 13• 12' 1J to' 2 (TOP) lr 5' 13• 10 1/2- 1J• 6 1/R' 1r 6 t/2- 7 1/2• 5 1/2' 13• 4 1/2. 2 (TOP) r r 13• Ir tr 9 llr tr 9 1/2• 0 1/2' 7 1/1 t3' 6 1/Y 2 (BOTTOM) 1t• Ir 13, 13, 13' 1J• tr 13• 12• 13• IQ' 3 (TOP) 13' r 13• 13' lY 9 1/2' tY 9 t/2' 0 1/2" 7 1/2' lr 6' J (TOP)S - 12 1/ 12 1/1 6 1/4- 6 1/4. 12 t/2.12 1/2 - - 6 1/4• 6 1J4• ] (BOTTOM) - - 2 1/2'12 1/2 6 1/4' 6 1/4' 12 1/2. 6 1/4• - - 6 1/4' 6 1/4' ] (BOTTOM) 8' 0. a• a• r e' 6 1/2' 7• S• a' 4 1/2. 4 (TOP) T r a- S 1/2" r 3 1/2• a' 4' 4 1/2• r 6 1/2' 2 1/2. 4 (TOP) e• - e• - e' - e= e- 6• - e• - a (60TrOM) -- e 6 , J4• 9•- --_ - - 0• - - - s ,/Y - -- 7' - (BOTTOM) _ 1 ' 3 _ _ 11 1, 13• 1]' 13• r 1J• 13- _ 13• 13• ,J' lr _ t]' t3' .... ____, ,3 12' ....... 12" Ir ... ... 13' to' to' 5 (TOP) S (90T,ON) _ 1r ! ,/2• 13' U• Ir 9• 13 9' to' 7 1/2' Ir 6' 5 (TOP) 13- 13" 1J' Ir 71 13"_lJ 1Y 9 1/Y ,r 9 1/2' 10 1/2" _ 7 1/2' 13- 6- 5 (BOTTOM) 13' I1' � ,]' 13' 1J• 13' IS' 13' IS' 1.- 13• t0• 6 (TOP) IS' r 13• IQ 1/2 13• 6 1/2' 13• 6 t/2' 7 ,/2• 5 1/2" 13' 4 1/2. 6 - - 6 t/4" 6 1/4' 6 1/4' 6 1/4' - - - - 6 1/4' 6 1/4- .6 aim.-) - - 6 1/4. 6 1/4. 6 1/4- D Ile 6 1/4. 8 1/4' - - 6 1/4' 6 1/4. .-) 6 (BOTTTO 13• 7 1/2• 13- IS' IJ• IV Ir to' 11- 1 a- 13' 6 Ile 1 (TOP) >5•-6. 1D W-o Ir S' 13' 10 1/2 tr 6 1/2' 13 6 Ij2• 7 1/2' 5 1/2' 13• 4 1/2' 11 (TOP) TO y-5•-a•a.- 13' 7 1/2• 13- 13• 13• 10 1/2' 13' 10 1/2-11 1/2- a' 13• r I (Bottom) Ir 6 1/2' 13• tr 13- /• Ir 9- IV 7 1/Y ,r 61 11 (BOTTOM) 13- 7 1/2' 13" 13' 13' 10• 13' 1 to- ,1' r 13• a 1/2- 2 (TOP) 13' S• O• 10 ,/2 13' 6 1/2• tr 6 1/2• 7 1/2' 5 1/2' 3' 4 1/2' 2 (TOP) tr 7 t/2' 1]" 13' 13• 10 1/2 13' ,0 1/2 it 1/2• a• 13' r 7 (BOTTQm) 13' T 13• 13' 13' 9 1/1' ,3' 9 1/2• t0 1/Y 7 1/2- 13' 6 1/2 2 (9011TDm) 73' 7 • 1!• 13' 13' 10 ,/2 13' 10 1/1 11 1/2 r 13- r 3 (TOP) Ir 7' 13' 13' Ir 13• 9 , 2' / 10 1 /2' l t/2" 73' a' J (TOP) 12 1/2 12 1 2 / b 1/4• 6 1/4' 12 1/Y 6 / 4' / - - 6 1/1' 6 1/4' J 80ROY ( ) - - - 2 t/2.12 1/2 6 1/4' 12 1/2. 6 1/4' - - 6 1/0' 6 1/4' ] (BOTTOM) 1 1/2' 3 1/2' a• 6• 7 1/2' 4' a• 4 ,/T S' 3 t/T r Y 4 (TOP) Y )' a' S 1/T 7• a• a' 4 t/2" S- 6 ,/2- 2 t/2' 4 (T� r -6•-r - A (BOTTOM) a' - 6 t/Y - a• p a' - 5 1/1' - r - 4 (BOTTOM) 71/2' 1] ,3 1] 10 1/2 13- ID 1/2 I1 ,/2 e' 1J' r s (TOP) ,]' 5 1/2- 13' 11•IS•13' 9• IO' 7 1/2' ,J' a• S (TOP) 7 1/Y 1J• 1Y 1]' 70 1/2 U' 10 ,/2 „ 1/1 a 73 7 S (90TToeN) 13' Y 1J" 1J• 1S- ,3' 92. 10 1/2. 77 ,/2 1J' t!• U' 10 1/2 ty' ,0 1/1 11 1/2 8' 1J' r 6 (TOP) Ir S U 13 13- 6 ,/2• 7 1/2• 5 1/2• 13- 4 ,/2 6 (TOP) 6 6 ,/4' 6,/a' 6 (BIT.••) SR FELT 11 FOR ANCNOR6 TM • SPACING FOR INSIALUATCHS MO WOOD FRME NIIDIq! • ,.R■MW ANCHOR SPAMM AM MNNW YOOE OWANCE AK RIOKATED ON THIS SCNEOIIL FOR E.D. LM THAN •O\^ATED ON SCHEDULE REDUCE ANDION SPACING WY MULmLVNG SPACING DO" ON SCHEDULE IN M FOLIOWWW TACTOIS, FOR THIS OPOAT■N TO WE Mxi96tE. REDUCED S►AONG OVANM USING FACTOR SMALL. NOT « LESS HAIL I U SPACING W$rARD FOR EACH ANCHOR TYPE ON THIS SCHEDULE /4� t/41 J40 I/.•R „4. ,/{. ANCHOR TYPE _1/4-1 1M(ON - -- -- SOLO -Mt ---. °1V�p'W -.-- - °A"R'N"0° - --- 7ALD�IILN ---- GAx-w WOO M ANCHOR SPACING (41) 3 3 3 3 3 'rye 2 '12 k.m ME p O.) 3 1 Try' r 3 311 3 am, ROJ I _ WIC ] 3 try' ] 1? 3 try 3 11 ACREHL WK OMD6RE FACTOR 1 'rye c3o - - - 2 ? F 0.�oNJ'Ir - ,m ,m _ -• SPApN(S ONLY VAJD WHEN SPACER IS USED. SEE T 1 FOR MAT(. ALSO. DESIGN COLDS 4 MAX. PANEL WHEN SPACER IS USED. 1/4.0 TAPCON_.. ANCHOR O 9• D.C.0R _.POURED CONCRETE BLOCK REOUARED. I O/ / J 1/2- '1/4• LO• I 7lOE !1 A A.S.D. DESIGN LOAD NA7 "m PANEL LENGTH 40 PSF OR LESS 8'-8• > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10- A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SEE ANCHORS A W/ SPACER AT 12 1/2- O.C. FLORIDA BUILDING CODE (Non IRQh Velocity Hurricane INSTALLATION DETAILS INTO POURED CONCRETE 1/4•0 TAPCON _ _ _EXISTING POURED FOR LiFE SAFETY PANEL OR CONCRETE BLOCK STRUCTURES 1/4•0 TAPCON-. _ EXISTING POURED ANCHOR O 9' O.0 NCRE7E OR ANCHOR O 9. O.C. CONCRETE OR � - CONCRETE BLOCK REWIRED. BLOCK REWIRED. A�ICONCRETE j 2 4) I J E.O• E.D II p 11 n I I._- )'tt�iDLn 6-SFPAPATION-- r J t0 C1A55. D�� GLASS W ♦ _ _ I , t I I TIU'�-11 GLASSQJI C1A55 n ,i' / i iiii Y-_ (IHs r7W n.n A 1 1 u It n I 1 LD47N aWIN r.s•1 I 1 1 • T ! II II II u 1 1 p t• MAX. n N I P LENGTH PANEL A 1 P 8 ANEL LENGTH (/ R.. - VA - - (SEE (SEC ELEVATION tl I (SCE ELEVATION ON SHEET 12) D 1 __....- 1 ON SHEET 12) tl__ 1- Mn. Ir--SEPAIUSS, I n I 1 IF'-SEPAeAT1O. ' q TO CLASS. o Lj` ; I B - -f _ _ I 1 I Y TO CUSS. fj i O E.0• 1 1 I _1/4'e TAPCON ANCHOR O 9. O.C. COSTING POURED CONCRETE OR -ZONCRETE BLOCK REWIRED. SECTION R-1A O REGULAR PANELS WALL MOUNTINGS SCALE 3/6-1- ED • / `J TAPCON ANCHOR • 9. O.C. EX5TIMG POURED CONCRETE OR _ - LNONCRRE_TEE BLOCK REQUIRED. O UtFETY �NEL Bk is FOR ANCHORS IIR710R TWPt 1/4•. IDYE SPA CIIp TN A. • SPANG DOD INSTALLATIONSWItO TAPOtw MRAMAL ANCHOR $ANW (K) I 1m0O FRAME OR SPICS ANCHOR liPAL71165 AND IIR,MXM ED" •yam. _ LtN-.r DA,) 3 EDGE DI ARE NDOATm a TINS SCHEDULE AIOX'AG FOIL X LESS ANCHOR oN SCHEDuIC RTDIICE AFDIOR 59vC1Nc Om SCHEDULE _PIN Oa•rH O.N O'J 3 By -IIRTNO SPACNO SHOWN DN SCHEDULE ITT THE FOLLOW" FACIOS. A N6. = F ,iE = MR THIS OPERATION TO BE POSSIBLE REDUCED SPACOO OBIMED USND__- FACTOR SHALL Nor WE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE 3- --__ _.. _ 11J0 3 , • E.D.• 1/4•0 TAPCON ANCHOR O 9. O.C. _ �F�J0l -lOF1C5TwTEPOURED OR .; CONCRETE BLOC( REOUI ED. J /.' 1 i 1/2' /4 f IIA7L EU.• ' Nor. N I' Nor. N'-SEPARATI s fan- r,Q OIXU.SSIDTU�tl TO O/LSS. WE A TOR nla p PITH Got f-•') P N 7' MAX. p PANEL LENGTH ; (SEE ELEVATION N ON SHEET 12) II 11 II Q w O U2 /' v E /O2a: fs can w,® AT u oawAr 1 Z• MAX 6- PANEL LENGTH (SEE ELEVATION I ON SHEET 12) T 8' EON EQ ( -¢ HW7xR5/AD tat YS •OL2 11�:Fi' Ra,S w .oc _ 1/4.1 TAPCON 1/4.0 TAPCON ANCHOR O 9. O.C. ANCHOR O 9. O.C. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR ..ZONCRETE BLOCK REQUIRED. .-.CONCRETE BLOCK REOLRRM, O RIEGULARELS WALL MOUNTINGS nHNnAy- SCALE 3/8-1• BUILDING CODE INSTALLATION DETAILS FOR UFE SAFETY PANEL (f INTO WOOD STRUCTURES T. ' I W000 HEADER _' WOOD HEADER ' GINNED I'., TWOUNRED 1 4'0 TAPCON 1 1.0 TAPCON ANCHOR O 9' O.C. R O B' O.C, O t/2• t/4. 1/2' 11/4- IAAX: MAX., , - I I 1 � I A I O I I p I p I/O A,• J GLASS ^ A ; 6.1 MLA ♦ EX p 11 Y i ' L cN OwI r_4Fl 1 I "L' MAX !. _ MAX. ? - - - __. _:--- �.. -.:-1. _ p. PANEL LENGTH 1 PANEL LENGTH EL 11 I (SEE ELEVATION 11 1 (SEE ELEVATION I I ON SHEET 12 T... ON SHEET 12) q T - - 11 I N i Il--'GrARAT10H- - 1 l^ 11 TO GLASS. 1 IF.--SEPARATON I O A 1 11 GLASS. 1 1 1 _ E0. � • ti Vr oc EO � i • tx VW' oc --! j _ I 1 L � L 2'N' WOOD I 2.4' WOOD, I - PLATE PLATE REQUIRED -_1/{Y vANELIMTE PLUS REQUIRED 1/4.0 PADMATE PLUS ANCHOR O 12 1/2' O.C. ANCHOR O 12 1/2' O.C. � dATNE R-9I� ALTERNATIyE R-3MN O REGULAR PANELS O LIFE SAFETY PANEL ..r,H,H,1,1In41 WALL MOUNTINGS SEA 0.. if(1/14hy6 SLUE 3/8-1' VCEN ✓q ,% un�-cg416T - FLORIDA BUILDING CODE (Non High VelocityHurricane Zone) aM2w• * : * = R9020 TXDCY. W rP. 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. O STATE OF_ 44 24 GAGE GALVANIZED STEEL STORY PANEL a•.N W, DESIGN PRESSURE RATINGS (P.a.f) AND PANEL �"Q'• F( el/V/m LENGTHS AS PER ELEVATION ON SHEET 12. '� '` OR t IL E C O AMC GLOBAL PROTECTION PRODUCTS. LLC. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD yh 'i/ FIR TRUT a OM■ ft COMPANY 4 S.W. 6, a1Ko MEMBERS TO BE SOUTHERN PANE No 2. W/ SPECIFIC h FNONN wNHNN / ��"`''�•*� .u.. 2` M'r` JW',�NN NI°°a A mN per' n-14 20-175 !' P•R +-IN . IIN INALI RDA[: DISHXO-AM. F,VL nU)MW_tEH7 DENSITY OF 0.55 OR EQUAL. aw - 0R-00" PE. WML/aD1YTlFlE/Mt[ WNIDI A TAUT M 91O1T ,f O ,f ^W W N _0 N L 0_ O O .� U U C C O (n Co � O 5_ O N � Ca C O O }6 LL %-� O CQ > Cn Q� CT) O i.. Pl�� .••� N O N O M 1 V C" r LD tr J � 6 �. D +' r -71 0 ``0' V y-+ 0 _ W SHEET NO. SH 1.4, EZ1/18, EZ1 W/18 ANCHORS - -. - ----(SEE SEGION EZ1 At ALTERNATIVE atilt ON SHEET Is)- �. TAP...- 1• Min , o I -9(SEE NOTE 2) -(gw/® �I NOTE 2) a,E40/I - 3/16-. ALUMINUM -POP RN1T * LAST FANEL�1 TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE _ 1/2-y O O O O O OO O O O .- -i 1 PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED II 1 TO BE INSTALLED FROM INSIDE OF STRUCTURE. I ! I AT 2 PER I I NE I PA: _.i.. NOTES L ) l -L_! _�_11._L-( 1�_ )_.i. 1 �. r 1 ; SOx r-J T --t -_ter * r) ( T..i _' )� T�- ' t ' r ' I •(ENO VANEL) I Of L (i) OCF'INITtON OF SERIES 2000: E-Z HANG STORM PANEL SYSTEM - -T •: -T- l-- ? T I ( 1 I I ) ( i MAz CONSISTING OF PANE * Cant- TRACKS TOP a BOTTOM. (END PANEL ` (INTERIOR PANEL INTERIOR PANEL 1 INTERIOR PANEL 11 SEE NOTES 2. 3 4 ( i I ! I SEE NOTES 2. 3, 4 (2) CND PANELS SHALL ALWA BE CNNECTED TO BOTTOM TRACK OTHERWISE A STOP OAR SHALL DIE PROVIDED AT TOP OF SUCH PANTLL NGTH PANELS. '< = * I _ j �'} * o ./.. sD (3) IF END PANELS ARE CONNECTED 10 BOTTOM TRACK. CONN-F CiION I- I I SFiAt_ CONSIST OF 1/a'0-20.3/4' U.S.W/ 7/8-e.3/32" WING F THUMBSCREW TAPPED BOTTOM EOLTED PANELS Wj t/N-20.1" NUT OR 1/4'0.3/4' MIr, IWO j ! i S S BOLTS W/®a EA OVERLAP TRACM. LOCAT!ON OF FASTENERS MAY BE AT EITHER OF TWO I ff (SEE SEC DONS AS APPLICABLE) EXTERIOR RAT FL NGES OF END PANEL. I Ll.. l '... 5_ OF L (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM j I T r •. T MAX TRACK (; It. A STOF BAR IS ONLY USED AT TOP) AT LEAST TWO ' 1, T ) i I i 1 I PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS -t-r1---f-rt-' I--1--�--r-7--T--� INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF JJ-LIL-1J_LLJJ_ILLJJ_LZ_ LLJ12LI i1-I_JJ_LLJJILIJJ_1-1_J _.-_. 1 I PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. P s P o - 3' 4b. L. SEE NOTE 4 3- MP. _ ' Min 51E � � SEE 1' con t IO S ONLY Vv D FOR WINO NOTE J SPEED UP NOIANCHORS ---- -- - (SEE SF.CTrON E21 A KTERNATM EZ1W ON SHEET iB) -- - - - --- -- EZt/18, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL) SYSTEM (t) SCALE: 3/32'=1- 26e7'(MP4 OVERLAP'/R. MO.. GAP �j z MAX. OAP %' _ - SECTION A -A SCALE: 3/32-=1- `�Y. ti�R A: TI[(/l''• ,��P�'••'' EN"''.'/9 �': FLORIDA BUILDING CODE Non High Velocity Nurricana zone) = 0. 44167 z a2°20 `a1CO eK 24 GAGE GALVANIZED STEEL STORM PANEL ovrW e -o'- STATEO- - ��. ECOLwe. GLOBAL PROTECTION PRODUCTS, LLC. ,.,<. �,, .. ae°o SIR 5, S"P., nun MA . EJ4o cowAln ��p •. FC PR.-anEveran-1vcow(. it aATY3' 1.(as.xeP-en] 20-T75 R(0,M)N /U TuaE/tit` WKTD1 A TXllr N„111 H,1111 4 .... LIQI 17 p t! IsENGINEERING ENGINEERING EXPRE13B0 PRODUCT EVALUATION REPORT September 15. 2020 Application Number. 17869.1 - 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 & Description: 24ga Galvanized Steel Storm Panels Large Missile Impect Resistant Scope of Evaluation: This Product Evatuallon Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20-3.005, F.A.C.. for statewide acceptance per Method 1(d). The product noted above has been tested and/of evaluated as summarized herein to show compliance with the Flanda Building Code Seventh Edition (2020) and is, for the purpose intended. at least equivelent to that required by the Code, Re-evaluation of this product shall be required following pertinent Florida Building Code mati8catiom or revisions. Substantiating Data: R PRODUCT EVALUATION DOCUMENTSraw EX ding #20-31543 tieed'24ge Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)', sheets 1-5. prepared by Engineering Express, signed & waled by Frank Bernardo, P.E. Is an integral part of this Evaluation Report ep0 e TEST REPORTS Uniform static structural performance has been tested In accordance with TAB 202 test standards per test 1 ater Testing. Inc. re s I♦BT-ASG 17-00 Bleekw P� () by fh9 Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s)OBT-ASG-17-001 by Blackwater Testing, Inc. STRUCTURAL ENGINFFJ=CALCU 1411 Sbuchiral engineering calculetiats have bean prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spam 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ ENGINEERINGER PRESS. CON ENGINE ERI NGE%PRE SS. CON '4� x n ti I, I.� �r A 1r R„ �,,`` _ r 1OM13AL•NY Ail F'4 i i; ra_r.L G rt- , 1., J�L�,ruw-_u• EaSa ot ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and essential fedUties. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s), and is accounted for in the engineering design of this product. IMnd toad Resistance This product has been designed to resist wind beds as indicated in the span schedule(s) on the respective Product Evaluation Document (I.e. engineering drawing). Installation This product shah be installed in strict compliance with its respective Product Evaluation Document 0.e. engineering drawing), along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations ,S 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 bads 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 Permanent ty installed shall be Protected against corrosion contansnation and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectful Iv. Frank Bernardo, PE ENGINEERING EXPRESS" 4PE0046549 I Cen. Auth. 9885 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-066a 1(866) 396-9999 TEAMO E NGINEERINGE)IIII .CON E NGI NEERI N G EXP RE S S. COM 'r. .up U.tmm• -[v coil;,, � - _ ` ,_.-•�' I �N r _5 LLe Ai -- " w aW w _ r> 4� _ m =k c I nQg [_ Q •'I v E u. 0 Fit - d J 3c -1 N T N E � H A L •I1>LL Pft'.. t . r U'.I l2^ CCILDIO/r00ft MOUNr SCRION . may, { d a w Lu r rc. Kwa M.. alI �z IT .ry _ .ML i^� RWNTs rnox .nr , - t12g yy'"f, �G • Ili y ry �Tr UJ - IYVL MnY vn LLt -r Ta cLrt Q 4,_: .:mom ,A td9 _F ff A 3 ••. R'T 0:3 "E �± �'TL[ ti iH1 VIE a E c i k n afs r +RC t' xF T OxMIYCFYKIlNK�DIE 20-31543 K OPTxiNK TOP BOTTOM CLOSURE DETAIL' INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C1� INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES -'-T : I: _ _EXISTING POURED OONCREi OR _ 1J4'0 TAPCON CONCRETE BLOCK I': ANCHOR 0 12' O.C. REQUIRED. !I O t/4.0 TAPCON % 1 - O 114. 1' HEX 1EFM TEN ..�- _- SCREW O 4 1REOU WOpp NrtAOER 'I t'.� - ErD 14.1' HER HEAD TER O 4' Row ANCHOR 11' O.0 /.f/ EDGE EDGE OF {7 7t EDGE OF / I, I As E D %/ ,v ) 1, „ t• 1/2 1 ^I I ILJ 1/2` -_7 1 -T • 1 to t/a•F-ad1• LJ 1 S3. eDlT9 W e0l]S I li 1 a INh 11.2- '.Mi. Ilt-SEPARATION 1 1 1 E%ISTINO M TO C1A55. ' 3/t6'0 1 ALUMINUM POP 1' Min. E%ISnN SEPARATION TO GLASS. 3/16'0 �I.IRAMUM POP GI/55 N RIVET �/7�� / C1A55�M tl 1 /� 1 T) RNET �' A __ `I 4 tl PANEL LENGTH a u. _. _ _ _ _ a. SS 00.15 N tl -P V/ . 5. MAX 1 PANEL LENGTH a AT. - 1-B- --1 G tl 1' Era. B-:iPMAT i To GLASS. 1 - 6 1' Yin. 0--TKORAID MIISCREW .JOX O�1 THUMBSCREWE ATH4TP­2O.2* DEO 1 T 1/2' ED t /i hf4.0 TAPCON ANCHOR A. 0 12' D.G. 1/4-0 TAPCON POURED ANCHOR 0 12' 0 C % __ 2.4' WOOD _ PUTS [OPTiGREIE OR CONCRETE BLOCK _. _ - _. REOUXYD REWIRED, WALL MOUNTING WALL MOUNTING SECTION EZ1 SCALE 3/8-l' ALTERNATIVE EZiW SCALE 3/8-1' „1,1,4NNffN,,, A; i..... '.�GEN''• FLORIDA BUILDING CODE Nigh Velocity Zone) 1�Ii1E5: . PANEL LENGTH O. 4N#i $24 Plvo TaTEm, ..L Non Hurricane GAGE GALVANRED STEEL STORY PANELDu+N r1l: WSTALLATWN ARE ONLY VALID FOR MAX. AS.D. DESIGNLL BE 2'-6' s * * * _ I. m1. PRESSURE RATING +/- 40.0 p•a.f. AN O 6'-0• MAx s -o'•. STATE OE = „_ _ 3' _ -- GLOBAL - I L E C O PROTECTION PRODUCTS, LLC. wTc PANEL LENGTH.!F,•r- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Ewe. '%�i7.�' . F[QRtO�' +/rrir/L�� Thin 1[STMO EMa eoInAMY ie00 5'N ''' Si1�T orv!E. FL svl4 MEM8LT25 TD BE SOUTHERN PINE No 2. W/ SPECIFIC 7 S`/O ' 't �l, T 7 tie a. coma n A],M ^+. Wi nsti ram: Far m-,en w,°,rE: (Pe•)see-7a.e. ru- (p.mw-ate] 20-175 DENSITY OF 0.55 OR EQUAL. 4 f/NIIIINEIA th., �a .. NRC/DAi( .1o, w vL. N1$I Y IF-,4 1K[1 to OE le PFl+'�HP M.fA Of,aB: ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ " '"'"' -Oita " j 3 r� F ✓.,_�,; :': MAXIMUM ALLOWABLE °y DESIGN PRESSURES: r `" 16'•I AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULES o01 WIDTH UNLIMITED (P WI TO UNLIMITED SPAN) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE e sj n 113 r , e TOP MOUNT (CONN TYPE AS REO'D) SECTIONS OPr10NAL !."-30 STITCH BOLTS WITH WASH ERED GOVERNING CODE, PRESSURE REQIIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER IW9 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQQUAL TO THE POSITIVE OR NEGATIVE DESIGN DRESM RE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. . Nts - .0 e1 Ur • H> L( < 0 Q - L m E� WINGNUTS FASTENED 0 OVERLAPSMI DSPAN(USE APPROPRIATE SPAN TABLE) GENERAL NOTES: a1 2 d r >• O PLAN ��.7 `g lij I. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WR ( THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SEVENTH EDITION (30. FOR USE INSIDE AND OUTSIDE OF THE MVMZ PER TAS 201, 202 AND 2D3 TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE ': W W 't, O W , m a E ia ,N 1�, AND CONFORMTOALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY. DCSIGN CRITERIA BEYOND AS STATED HEAETN MAY REQUIRE ADDITIONALSTfE-SPECIFIC SEALED ENGINEERING 2 NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DES IGFI OF THIS SYSTEM. (n _ \ / ( ,,, B07TOMMW PIT \ I - (CONN TYPE AS \ S \ REQ D) . - MAY BE AT TOPS 0375" ). THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPCRSTRUCTURC WITH WHICH THIS DESIGN is USED SHALL Re RCSPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHPIL BE COORDINATED BY THE PERMITTING CONTRACTOR. SEPARATE SITE-SPECIFICSEALED ENGINEERING SHALL BE REQUIRED IN ORDER TO DCVI ATe PROM LOADS, DEFLECTION OR SPANS CONTAINED HEREIN -CONTACT THIS ENGINEER FOR ALTERNATE SPAN CALC ULATION S At. MAY B! 5 THE SYSTEM PlQUtRl D. DETAILED MEIN_ IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC STTL TOR $tit CAlIDR10N5 D[FRRl NT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS fOR USE IN �, 0 ZZ S$ W d $ A i ` q� y, C r p W WpLt a BOTTOM - 1 TYPICAL VERTICAL MOUNT ELEVATION CONJUNCTION WYTH TMIS DOCUMENT. 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.55AFETY FACTOR. a Y << _ 1 NT.S. ELEVATION - TOP MOUNT Ll11A% cave TYPE P AS REQO) (STRUC ON) 7. ALL FASTENERS TO B! SERS SHLO OR GREATER SAE GRADES UNLESS NOTCD CORROSION -RESISTANT MATERIAL AND SHALL COMPLE CADMIUM-PLATEDY ORSPEOTHERWC CATIONS FOR ALUMINUM STRUCTURES' SECTION 3.3 BY THE ALUMINUM ASSOCIATION; INC.. & ANY APPOCAEL.E FEDERAL, STATE, AND/OR LOCAL CODES. R ALL STORM PANELS SMALL R! 24GA STEEL, t•0.024" . °. STORM PANELS SHALL CONFORM TO ASR4 A653 STRUCTURAL QUALITY dITH UMINU IZlD EXTRUSIONS HALL E603- MINIMUM F UMIN KM A 10. Gb ALUMINUM0NBSXALLBE60fi3-1>S ALUMINUM ALLOY. 10. ALLOTED OTHERWISE. UNLESS NOTED OTHERWISE 11 TOP 6 BOTTOM DETANE SM MAY BE INTERCHANGED AS FIELD 'Z <L U (iE Q a9 rt BOTTOM OIJNT (CONN TY <'Q M AS PE-Q•D) Z AYN HORIZON A DICTATE PANELS MAYBE MOUNTED VERTICALLY Oil HORIZONTALLY AS APPLICABLE. 12 CONCRETEANCHORSNOTED HEREINSHALL C ETEAN CHOTD MOM -CRACKED CONCRETE ON LY. INSTPll ALL CONCRETE AN CHOR$ PER MANUFACTURER'S RECOMMENDATIONS. 13, THE CONTRACTOR L5 RESPONSIBLE TO INSULATE OR PROTECT ALL MENNGBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. J Q 6 E <� -OBSTRUCTION O (LOCATION MAY VARY)a y W TOP MOU NT (CONN TYPE AS REQ'D) IL 14. EINEER SEALAFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OFTHISSPECIFICATIONLITSENN ER FOR CTOR et. eL FOR ALL COST 6 DAMAGESi INDEMNIFIES A SAFES HARMLESS THIS ES RESULTING INCWDINGLEGAL FEES RAPPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERESTIO N, L CONSTRUCTION PRACTICES BEYO ND THAT 1YMICM M CALLED FOR BY LOCH $ ATC A FE RPL CODES B FROM ONIATIONS OF THIS PLAN 4 13. IXCCPT AS CXPRCSSLY PROVIDED HEREIN, NO ADDT1TOfIAL CERTEFTCATIONS OR AFFIRMATIONS ARE INTENDED -� � a P1 E El T LOIAX BOTTOM MOUNT (OONN (SPAN BELOW TYPE AS REQO) OBSTRUCTION) 16. ALTERATIONS, ADDITIONS, OR OTII64 MARKINGS TOTHIS DOCUMENT RRE NOT PERMITTED AND DIVAII THIS CERTIFICATION. 17. PANELSSHALLBEPER MAN ENTLY LABELED WITH AM MUM OF(1)LABEL PER EIMN IM FE- CONTAINING THE FOLLOWING IN FORMATIOX� ALLAMERICAN SHLMERSAPID GLASS WEST PALM BEACH, FL a a X yy 6 E OPITONAL Y4'-20 STITCH PANELS MAY BE NOTCHED TI REQUIRED, BOLTS WITH tYASHERED PROVIDED THAT CONNECTIONS AND WINGNUTS FASTENED 0 ANCHORS ARE USED WHICH SATISFY OVERLAPS Q MIDSPAIN (USE SPANS ABOVE B BELOW OBSTRUCTION. APPROPRIATE SPAN TABLE) TAS 20I, TAS OC 8. TAR 203 \ - 10A PRODUCT APPROVAL NUMBER ODP,RBKfM1E1t MYENW fE VISIT ECALC.10/31W 20-31543 ' VERTICAL MOUNT ELEVATION = 2 NOTCHED PANELS 1 NT.S. ELEVATION Ma e9NPBB6O0WSDPEr ■ RarolRrsNl,eewaca 6 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS (HVHZ• WINO ZONE 4 a ESSENTIAL FACILITIES) MAXIMUM. DESIGN PRESSURE ALLOWABLE I NStALUTIONS LESS INSTALLATIONS GREATER, Ps I) sPAL,n.,I n I fNAN 30' ABOVE GRADE THAN 30 ABOVE GRADE /30 6.06111 -_ 216 .,-•__13001. r •/35 1300wI 60611, 2161. 130.D In 6 06m- 2.161n R/d5 130010 _ _ 6.061n 2.161n /50 130.0. 606,n 1.161n /55 1066In 6 Ofi In 2 35 ,0 ' / 60 R3.71n 6091, 7 53 •/65� _ 59.8.n __ _ _. �__ 2.72,1, .._ - 611in r- /'70 - 36Am . - - - 612. _._ 7.90 rn IAAN HtL)Lt NU I tS: SPAN SCHEDULES NEGATIVE 1 ENTER EDULES WITH NATIVE DESIGN LOA PAN FASTENER PACING T D 8 K OWA 5 0 DETERMINE MAXIMUM ALLOWABLE STORK PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WRAP ALL MOUNTING EXTRUSIONS ('r- TRACK , STUDDED ANGLE, ETC.). USE 6.25 O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H"- AND •U"-HEADERS (INCLUDING BUILD OUT CONDITIONS. 3 LINEARACCEPTABLE. . INTERPOLATION U BETWEEN LOADS A ACCEPTABLE, OTHERWISE USE NEXT NIGHER LOAD. GLASS SEPARATION NOTES: SPAN 1, ENTER AN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MWIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 1. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. FINSTALLATIONST E F THE HVHZ AND OUTSIDE OF ESSENTIAL 3 OR OUTSIDE 0 FACILITIES IN ASTM WINO ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS R IRED. T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT II!ldli'll' A A 5 1 as (` (` A 3 IS 5 L H A {> Hitsee, 0- P P 23' I r 2S 2T err 0` 2r 27 2r B •Lr H..a., a' Cr IF rr 24'2s 2r 24* v zr 2rzr 2.5 AS 6 1' Ne1M1 O' 0' Cr 2T lr 25' ZT 21 P 24" rr rr 7O 2.5 a $a,e 27 23• 27 ,1' 3P a 1• 11' aO rr f 1 3T eYAeP111 •r TrePE N• lr 2r 30' 46" 5P 2r 4T 2A- 4F 4r 3I 55' F 'F T-11, 2r 2S" W 31" SP Sr i0• 60" 25' SD' 31T %' 0 sMa rY 2r 2r if- 2a 30 it 2T 2r 29• if- 31- Drea Mount 2r 2r Zr ]0' 4r 50' 2T ART 24" 4r 30' 53' 'U' Hassel 0`P D. 27 2r 25' 27 2r P 21' 2S 2r •r T,aA 21 2r Ze ]Q` All- 5r 2V 4r 24- 481 3r ST sloe W MPUNI rr 27 23' 11' 301 3,' ,1• 30r rr MIT 11• 37 'C TnoN 2r 2r 21, 33' S3' SS 31- - - - 37 Sr IT CONOInaNS AT TOP OP BOROMN PANf1 LENGTHS LEA MA1r TWSE NOTED IN tRBLE ABOV[ A E7I,`T ACClTABLE 2 NO SEPAMnON G I fxA4515 aFWIREP WMlM1 PANEL LENGTH li GPEATEa 1HAN Tali NOTED TOR .eSRccrLve „ovNnnG mMMranoN AODVE J SIDE CLOSURES RFpu1PE0 ,OP NL Bu111>OIR MOUNTS ,N TARLE ABOVE. wHfRF 510E RE KRRE5 AFL F USfO wiTH BUILO5 TI HOr1NnNG C WITH C. WI REWIRED SEPAPARON EROM GLA55 SHNL Bf PfP WITH r TABLE RPF11 V TO BOTH D c (wIT, Oa WITMWT SnTCH BOLTSr RAID 2y14 PRNELS •BOTH WLTM PAN[I F45TENFRS O t: 5' On 6.25 0 C S. PANELS Nor yAN ]fi H ONF I I OF TER arOa pa FbRpra CLOSURES P!a MENING (PER PfTNL'a 1 vSING .11- MOUNnNG COHainON SH- SMDYM IN THESE DaAWINGS L LMONAL INTERIOR FASTENING DETAIL N.T.S. L sT IMENI-I'INSTNLeD fROM Oa PANEL ADJAA 5.5. St..- BOLT OR Cn1NE SCREW inau V OIA. MOLE uT a wASnEREIi mNCNUT ON I,r51 CN rKF MACHINE 1C ,, STUD w1 ASH . L1 a tIM' O.C. L �CONNICTS BORON MOUNT ¢KTRus1oN TO .o1.cTNT f P.NFIr BGROM 1 t Al Moul CaNN rove 1 .� <ONN TYPE A5 afQO SAA - OF HAL ; AT EMISnMG CONCRETE D1 YACJMG CR MALE THE Hollow BIOfK M VALuf .-IN ANCHOR wOOD EAAMING 6PAUNG TABLE, O EaCn PRNfL AOIACf I r0 EGfSi PANEL! M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING 4 fRfNK o[NNN,00 P< F O,6 M Ur PBBS 2 4 l +{ 1.3s QM .2.250' .8--�.125• n29.90215' 25C0 06' 0.094] 0.094' O 0.750• � .aa11>aP .625" PA fT�r0L2OQQ $0 094" 094" TYP $ 0.094" of L;... yaa�IrwD. M 6 L.93000620062O.D620.375J D62" Ein z000° 001" z.00D• . 3_ .-z5D sLit �.121" 1.180" ^'H' 1ffIJ)ER L7, MILD-o NT -U" HEADER 4 µ•me A;Y J-PPN CLOSURE >41 _ II 3.360.0" MAX.-I0 313' r 1.S1 1.560'I---11.5ro" 1510 O.L79° II.. -I Ir�A75 (1.i76" 0.190• 0. 1V �55" 0.666' 0.350" L.007' •3�' 665 s• 0.19 �ell�l iro.R9'�49° 3 L "Le I Z.500' PANEL COVE RAGE s�,-� )_ � y IE N.875"PANEL LEN ,7, ��IrMgI•F, - INp°�s.r L1.1.545• 15D' 2�" r.oyID1055• O 2-R0.13S T'Lo.ORO",QO. ..s•x1sdo• .3osTVP TYP. 00'A-"' M 61T o n BULD-OUT'T TRACK A e�-'F--yLg( lRAGl K N D wNpUi 3 I 0 376' O. pl 5Z �I(' �rtv d�----� DIRCRSOn T 2 I-3.00D" _0.125 RL ERSEO 3 O a -'r11-3' �Yp It-L Ly n . U xv , r„L ,(� "F' ANOIE - Tii/ltl( LIXIENOFD] 5 � N L7 d3' S$R OVERLAP 4" MAX. (\ COANERCLOSURE DETAIL J_�.251, MAX. ✓.� fir} R MAX >M:nere �.25" MAX } N, MAX � W O r 4' BUILD ots7ANCE Y.� T-Ff .1 S.ODD" J EMBED °. 1DDD" ...� , OVERLAP _ 3.8201_1 - .P A MAX. zs^ Max. n M _ NT'9�r 1500• MIN {{ rr 1.50D` I... MAX. MIN. 2 I.n ' I W,YIBED e n_ * AL U OORNE0.CLOSURF DENL r _ (, ran, R n TMPMWIr CLOSURE DETAIL O R.Yr...fa�Z$Y �� N.T s ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENE RS Ea 12. 5' O.C. MMERMINN ENE FINE ®��®�El��®C�no ® -M F'?�1 � ,Em am ®BRIM®MMIEKIIII pa TAP CRAP -CFAIS' 41 ®®®�® ANCHOR NOTES: L ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTI FIE HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR 5PACING. MAXIMUM ALLOWABLE SKP45 AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2 ENTER ANCHOR SCHEDULE BASEDONPA LFA5TENER SPACING THE EX ISTING STRUCTURE MATE SELECT DESIGN LOADGREATER THAN OR ALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN O0. EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. "DANEL FASTENERS" ARE STUDS USED 1N C[7WUNCTTON WITH ALL MOUNTING EXTRUSIONS ("F•'-TRAC(, STUDDED ANGLE, ETC.). USE 6.25" O.C. PANEL FASTENER SPRANG TABLE VALUES FOR ALL "H"- AND "U"-HEADERS (INCLUDING BUILDOUT CONORIC%45). 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. HOLLOW BLOCK HOST STRUCTURE SWILL CONFORM TO ASTM C90 BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7. MINIMUM EMBEDMENT AND EDGE OISTANCIS EXCLUDES STUCCO,FOAM RI AN BRICK. D OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO L(4" MAX OR SHALLBE VERIFIED 8Y OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. S. CONCRETE ANCHORS NOT HEREIN SHALL BE EMBEDDED TO UN -CRACKED Y. CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING EXISTING CONDRIONS VARY. FIELD L V ED VER]FY THAT FASTENERS ARE IDTOADE UATE WOFRAMING MEMB ERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD (/' EDGE DISTANCE IS ACCEPTABLE FOR WOOD RAM FING). WOOD STUD SHALL BE "SOUTHERN PINE' G=0, 55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. II. REMOVABLE ANCHORS ARE LI DEWALT PANELMATE, ALL -POINTS SOD-5ET a BRASS BUSHING I . MACHINE SCREWS SHALL HAVE 1/2' MINIMLJM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK SOLT) U.N.O. 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES, 14DESIGNATES ANCHOR GITNDITIONS WHICH ARE NOT ACCEPTABLE USES. 15 * DIRECT MOUNTING CONDITIONS. 16. LINEAR INTERPOLATION 15 Nor PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. 9 �--0 N N fA CD �.. U Q O O C .� CO U -0 a- U O O S__5_O L_ O W M O W LL 0 0 CU > .� 0 E O a) O o i CV .� 0 a. Z Z W J �J rW i^ U/ O L D 0- U O U /^ V LU Z¢ C G Z Z Q _J d SHEET.-.,_`. SH 1.5. **' p -�i 9 �q Lp—mcul LLC- Tov--Y) ho�•es, 1-1g� � rlOSd 4'�o Ycl Le- Pon�� p A bbcrt��, - -TF