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7018-7030 Ripple Pond Lp
ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Mr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or 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 BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Goff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate 5CF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise IDS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 02-15-13 1.0 PLAN RELEASE 02-15-13 1.1 ROOF PITCH CHANGE 12-18-13 1.2 ELEVATION RE —DESIGNED 12-28-17 2.0 2017 FBC CODE UPDATE 12-04-19 2.1 REV. PER PASCO CITY COMM. 03-17-20 2.2 REV. SHEATHING NOTE DTL. 1/16 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 3.1 ENGINEERING QCR n Y e4. Nlitw. (1787) Illllllll �III111111 Illllllll I `IIIIIIIII (1666) (1666) (1787) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 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 9.2 ELEVATION DETAILS AND PLUMBING RISER 10 INTERIOR ELEVATIONS AND STAIR SECTIONS 11 ROOF PLAN 11.1 ROOF PLAN 12 LOW ROOF & FRAMING PLAN 13 ROOF FRAMING PLAN 14 1ST FLOOR ELECTRICAL PLAN 15 2ND FLOOR ELECTRICAL PLAN 15.1 ELECTRICAL SERVICE PLAN 16 AREA SEPARATION DETAILS - = L1 1ST FLOOR LINTEL PLAN 2ND FLOOR LINTEL PLAN ` L2 D1 FRAMING DETAILS D2 WALL SECTIONS/ DETAILS a = - SN STRUCTURALNOTES SN1 SCHEDULES/ DETAILS - a S3M WALL SECTIONS/ DETAILS S4M WALL SECTIONS/ DETAILS S5 WALL SECTIONS/ DETAILS S6 WALL SECTIONS/ DETAILS ST STAIR CONSTRUCTION/ DETAILS SS WALL SECTIONS/ DETAILS -a - WP WATERPROOFING PRODUCT APPROVAL NUMBERS PA1.0-4 SH1 0-5 HURRICANE SHUTTER PRODUCT APPROVAL 4 - UNIT TOWNHOMESMEAN 15 FT. HIGH T OR SINOGLLE OF STORY HOMESYPICAL 1666-1787 TOWNHOM S MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS, SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. cr 00 N ® 06 A w M N M M 1 A N it E I%C;#tqJ4VF_L. KC,11_5.2022 r.... rr f-k k7v V E 'Rt. 4K A, LU CN a 0 v 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. N W E 0 M g 0 U M m N p 0 c0 y � n � n N m v 17 o_ �U_� Z o Y c °�3i* � '� r,- Wco LLL! 0 m w Z 1-0M a J J (V 0 Z @OU < U W 1] El Z N (h O O O � o — M c �( V! 0 a-1 u_ f6 ij— OLL, o In c � �j�1 +J C w = w N 0 w M M ZZ i z Q LL.=o E E �� �° Fz � }q Z� Zo oa Q C13 _ 03 C),E o¢ ap 00 n< dz Z Tv 0 Q fu CIi C _ C p O Y "m ro U 0, Z� 'aw J a ° z v> > (U ? Q 0 < w LL Zo U d y z �j C 7 0 <o = r r� CDw Z < W ¢ = F O IIIIIIIIIIIII� O v za I a F o3 .s r N > CO LL rn rr 0 0 00 cfl m 0 O CO 00 Q Q ate-+ N ~ O T_ N LO �\ T �( O O O C:) N r p L C) ' r r, 00 c Z m Z iri E a EO 'O N � a o c JOB NO : 22-09474-09471 SCALE : AS NOTED SHEET NO. 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] F1.0 1'-0" x CONT. 1'-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 3'-6" x 3-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-0" 1'-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. • 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 ________; L________j INDICATES SINGLE -STORY WALL FOUNDATION , INDICATES TWO-STORY WALL FOUNDATION mm INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. CONTROL JOINT DETAIL SCALE: 1 12"=1'-0" 0 1/8" SAWCUT x 1/4 SLAB 60 THICKNESS WHERE SHOWN ON FOUNDATION PLAN z Lw J °. U • e #5 CONT REINF. SEE FND. FOR QUANTITY • #5 X 25" X 25" CORNER ', ;' 'e ;%' '� ; .° ;' BAR ONE FOR EA. - '- •_ HORIZ. REBAR, TYP. -'g - • U. N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 12"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 T- O M o I I 500, 0 0SECTION A -A 111111111110., 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL SCALE: 3/4" = V-0" 1 1_Q" 6'-8" 13'4" T-8" 15'4" '-0" '-0" 164" 3'-8" 13'-4" 01 6-8" VERIFY LOCATION OF A/C PAD PER 55 SITE COMP. COMP. VERIFY LOCATION F3.0 VERIFY LOCATION 0. COMP. VERIFY LOCATION OF A/C PAD PER COMP. SITE 55 00, D1 OF A/C PAD PER OF A/C PAD PER D1 F2.5 4" PVC CHASE SITE S3M S3M SITE 4" PVC CHASE F2.5 i — 11 F2.5 — I F2.5 II — — II 11 a a II II II o II 0 0 U cn o II II II II I L I S3M II II II II I M M kA II II II II I II I L S3M A _p" I 11 11 41, S3M S3M 411 � � j j ol II p _p II III A S3M I ® I S3M li II jl � III I ® I 1 77Tco-on I w coi4I PROVIDE 1"PROVIDE 1 4" Im N _j N RECESS FOR SGD. RECESS FOR SGD. REFER TO MASON'S REFER TO MASON'S SCOPE FOR WIDTH SCOPE FOR WIDTH i Ib ' — _ ® — ®— —S3AM— N 1 1/2" ( 4" PVC N 4" PVC III I PROVIDE 1 1/2"PROVIDE RECESS FOR FOR SGD REFER TO MASON'S I CHASE II CHASE SGD.RECESS REFER TO MASON'S SCOPE FOR WIDTH W D1 SINk cy)1 co SINK I SCOPE FOR WIDTH 55 a1 IIII III' IIIII — — — — — — — --- I 55 D D1 I II IIIIII 5'-101, 14'-2" 14'-2" 5'-10" 1614' 16-1I 44 16-0„ T-10 II II 11 I 3104 40 II 16-OZ'2 - II 10 ------------ - I III r I r III o o IIII� SINGG5'-4" I I I I I TI 8'-72. 40/ 6'-' I I II1T Z,�INK I 6-Of 8 -71„ I 54"EO 111 — — — —&�— — III — — I — — --Erl— — I r L_ 1 I -1" T-10" I I 10'-1" 10'-1" I 1 I T-10" 2'-1 II I 1 1 I I 10 PROVIDE 1 5/8"x9" RECESS FOR DOOR.— I I I I L9 — — — I I I GG � I I I I _ _ _ _ GG I I I PROVIDE 1 5/8"x9 RECESS FOR DOOR V 0° —C r SLOPE S3M J S3M I I I I I I I I 11 II II II I k II II I I I I S3M I J— 01_01, S3M SLOP I ELEV APPROX.1-112"BELOW F.F. W/C I 0'-p ' `� I I I I r l 0'-0" I I I I ELEV. APPROX. BELO F.F. ELEV CAN BE NO MORE THAN L J FED I I PED L —I ELEV. CAN BE NO MORE HAN 1-1/2" BELOW F3.0 K K I PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" K SI 1-112"BELOW TOP RESS DOO11THRESHOLD. FIELD 2'-4" VERI L cv I I I S3M N I RECESS FOR DOOR. RECESS FOR DOOR. III I OP I I S3M II I I cu DOOR THRESHOLD. FIELD RIFY 2'-4" J Ed — , 1.9 N 0 4 4"O I K N 7'-6" 7'-6' 2'- 19 N K I 55 K D1 S3M 7-2" S3M 9-114 4„ I 2'_64„ 2,_6" I 4., 21_64 2'-64„ S3M 9'-111 K 55 S3M D1 T-2" I FM24 FM24 J FM24 FM24 I PIED SINK I N I ELEV. APPROX. 1-1/2" ELEV. APPROX.1 112" 55 I PW01 co I PED SINK55 BELOW F.F. BELOW F.F. D1 D1 W/ CUT TAN D1 SIM. W/ CUTN N I SIM. ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE 1 112" BELOWTOP OF THAN 1-112" BELOW TOP OF I W/C a 8� o N LK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESH FIELD VERIFY FIELD VERIFY D. LK AT BASE o �, �� aw W/C O I Q 0 J N PW01 A N fn — — 01 — —C�— — — — D1 — °' —— — — — — — — D1 55 I I C? C a a- O I I 55 D1 WO O w0 D1 SIM. W/ CUT I 0 � 0 m I SIM. W/ CUT BILK AT BASE BLK AT BASE J J I I J J I S3M S3M -7 Y/A-- S3M S3M '_ L — /7-,o7-7-7 77' — __ — — — r///, — — L SYMMETRICA L S3M � S3M 3'-0" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8' 2-8" 8'-0" 2'-8" 2'-8" 8'-0" 3-0" 13'-8" 134" 13'-4" L 13-8" 64. 6'-8" 6-8" 6'4" 1'-81, 20'-0" 20'-0" 20'-0" 1 20'-0" 11 (1666) FOUNDATION PLAN (1 787) SCALE: 1/4" = 1'-0" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W Q v E 0 o IS M 0 N 0 M 7 ra��V. 0 � Q ca U 52 J i _ — O I W a W d Y z c6 cu t c69 3 _ w_o Fu N M W 2) C mSW Z-Z LOMZ Z OUU oLL W (] z N M o g z z o Q J a in t./1 M v C.h o 4--' C6 U, W � U � O N w o CL- .) uvs r-- v7 U C — — E L L:5 N U c W �Q o J w M M N ¢ o z z � -J zo >ry rc Q U sLL wz Z® oa N f X U �¢ U O 0 U o< [� O 1= oN ra ° O �o a z ww L Q O m (a 1< Y U "m O O " Zr -< U J .� w �N momQ M aw p ¢ w K zz 0 a0 ¢0 ow F� 3 � a V zl¢ T >(yi 2 N rn m I... Q O F— O J _ i � o CO c O r Q I 1 cy. Y CL cfl o O Cfl U + 00 Q _Q O W 04 LO �oo N co r O U),co LL"i w i 4 t 00 o z m Z � E a d E U _j ui Q JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 2 o, 3 `o 0 0 I O O a Q� O I rn „ O I N O cD I CO J n CI 0 r` O I CV O" O / 01 N CV O E E S `o c c LZ N O U 0 G O UI U 0 CL 0 J N LZ N O N \ 6 0 cV N 0 GV Ln 00 0 m rn FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM P FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) SYMMETRICAL 3'-0" 7,-0„ 2,_8„ „ „ 2,_0„ „41 16'-0„ „ „ 16' 0„ „ 2, 0„ „ 2, 8„ 7_0„ 3_0 , 01 FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) � I I o 01 10 ■ ® ®® ■ ■ ®In ® ■ ■ ■ O ®® ®® ® ® Cn I 5'-10" 5'-0" 6'-10" I 2'-0" 1'-8" 6'-10" J 5'-0" 5'-10" I Cis I I v 4„ I I I 4 P 2'-4" 4'-0" o 0 4'-0" 2'-4" LO10 ■ ® ® ® I I I ®® ® ■ CV t N ® I I I 110 C? C I? L!') 10 10 q I I I q r O I O I O d' ■ o I o I q I ■ 10 ■ ■ I EO I 00 W M M ■ ® ID E. 00 00 ® EN N O 0 0 O T O EV EV ■ ® OCIS OM En ■ Efl E+? 1'-2" 4'- 1'-6' '-6" 1.. 4'-0" 1'-2" 01 O 10O EV Oi EV 01N FM In, 09S `? 00 O_ O o0 O IE ■ ® ® ■ I I I ■ Inn] ® ■ O O O O 1'-8" 3'-0" '-8' 10 10 o � r.ri 10 -8' 3'-0" 1'-8" •� I i I � ch M ® IA 00 0? 00 d W N �rm N ® ® ® ® ® ® ® ® ® ■ ■ ® ® - ® ® ® ® M] ® I SYM TRICAL I I 2'-0„ 8, 8„ 0" 1'-8" 8'-8" 1, 8" 1, 8" 8`-8" 1`-8" -0" 8'-8" 2'-0" (1787) (1666) (1666) (1787) 1ST FLOOR DOWEL LAYOUT PLAN SCALE: 1 /4" = V-0" O 00 -� d� N W N o d Q r N X d 0 rr g C_.rz CD d 44 o N� r rr ( LU e `'• 0 • ',,;• a '`• G �9 OF `. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Y) W �E O M Q U O N O N m Y O C c0 0 00 (D 04 w 3 � N��e cnn� V 2 # LL Q) S J Q C J Jrjz W LLLL LL _ w — a a 4 Z s o30_ �_ O W co N O ink-;; m w N Z d J IL Z 04 I^ N VZ O U U O W ❑ED M � N M O O O Z � QNQ z O Q J — d � U) M Vt Z 00 0 `o i--J c (� w U 0 w o t106 v w M — E I L != ppWj� V O N 0 II C U) —� C � � ¢ W M J o3 > Zz a � Lj- Q O zz o0 F' � o ¢N Z p oa U H CL 00 ¢¢ w� D° O< CDQOz N i a00 ,mow 1. wz d M ¢ z m� O UJy O, Z 01 m a w to Cl)>� ¢W Op p Zz ao w 0o =3 c� � co wa 10 ro aI< 003 C o �--• rn >M 2 t6 O _ J Cif CO 1— O CT cb^ U 0 O V J v ate-+ CV ~ O 00 N LO ~• O C) 0 N M � r o L. Q CU co O T I� 00 Z co�4 Z E tl/ c d E 6 « O U -i Q 0 C -1 JOB NO: 22—Q9474-09471 SCALE . AS NOTED SHEET NO. 3 SYMMETRICAL ,A, Ak. SYMMETRICAL (1666) (1666) 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 SCALE: 1/4" = 1'-0" c+� 00 66 a� Aw s r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W v E O Q U 0 ♦� O O 0 5- ? r 0 ('4 V LL Q MC J L- w J LL LL. 0_ -O d Y z — L N13 V _ Off$ .�-. O �' 7 c6NO 1 0 0 2 '(n W m w J Z � NZ a LLW Z N O U v v ❑ ❑ Lai N M O � z N z o � � v I z V n , C W1 O LL T1 LO W F 0 w o c V)Nis t71l6 c W E L al r N ¢ N O � J w M M ¢ zz Z r 1 Q E 14 C 8 Z O o0 z ) N Qry Z® o a co0. I— O E X U �¢ ao w� U o< N L ao Qp dZ �w 4.? fd 0, U m O O, Z tq J m < " Q W Z O son 02 <� U U = o� z �3 = F 10 CD.. coa z ar o� O V`1 2 01 N Q T 0 _I CO 00 � � OHO T Q r CC> Cfl o CIO � C� _O m Q � E CV O 00 N LO y� Q O O N cn r p Lo co LO t— O r- CO 4 Z m Z E W d E U 0 Q c JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 4 . .. . .::t, 1, _''•j s3; �A O c� 0 0 0 J X O I GD O I N 0 0 cD 0 I 0 J rn 0 I 0 I N Q`J 0 cn� 0 a i 0 N N 0 / (n a� E 2 `o 9 Cn f7 U 0 0 UI i a �O / 0- 0 U J L.� CV N O L2 c 00 43 0 0 0 a cV N 0 CV 00 45 0 Q m 0 O OD U-) 11 N N N 55 D1 1'-4" 5'-4" i II / II / II OR LOCATION R OPTIONAL REENED LANAI LANAI 9'-4" CLG. AFF CONCRETE 1 DINING 9'-4" CLG. TILE 801-011 201-011 201-01I '4" 3'-8" 15'4" 15'-4" t ------------------- �--- ---A ------------------- DOOR LOCATION DOOR LOCATION FOR OPTIONAL FOR OPTIONAL LANAI SCREENED LANAI o T.O.M.9'4' o SCREENED LANAI LANAI 9'-4" CLG. AFF zo zo 9'4" CLG. AFF I�T.O.M.18'-8" CONCRETE CONCRETE 11'-2" 8'-2" 8'-2" 11'-2" 6080 S.G.D._6080 S.G.D._ I1�11111 1�91 1017 i l 1ZL -31 r— -- ----- 4-SH r> r> 4-SH ------ ----� LIVING 9'-4" CLG. CARPET REF 2668 B.F. 7'-34' T-O" z KITCHEN A F!, 1 N 9'-4" CLG. A2 10TILE10 A3PW01 10 p1 SINK DW I TYP. I I L----L 3'-4a" 5' 10" • • HANDRAIL / 1 as • 4068 IM WALL 1 A 1 I •A• ENTRY L-------- _ ---- 0 10 ---- 9'-4"CLG. Y ---- CONCRETEI v o w _ II eo 2'-4" 6._44„ 4'-114 " 22.. ,_� H1 6 71.Q' FOYER T;v 1 2 3 4 TOM 18'-8" ---- � 0� � J ;n 11 I I I 20'0" ---- W cm J 9'-4" CLG. _ I I I Q I3068 TILE I 17R iv 1'-0° ch UP I I I I cxo I I 3'-0" PM M (3)2X4#2SPF STUDS w/ (3) 16d 3' a 6'-11" 0. 2'-6" 2668 TOENAILS @ BASE �N.H, W.H. B.F. M BUILDER TO 0 PROVIDE O BUILD R TO APPLIANCE T.O.M.20'-0" PRO V E PROTECTION T.O.M.18'-8" APPLI CE o WHEN REQUIRED PROTECTION PER FBC WHEN REQUIRED 66 PER F C 10 GARAGE POWDER 9' 4" CLG. AFF GARAGE CONCRETE 9'4" CLG. 9'-4" CLG. AFF 11D TILE CONCRETE PW01 D1 0 N T TYP APPLIED O 1H4-SH 0 STONE r---------------� r� -------------� 4'-4" 2'-0" I I 1 - 10 I I I I I I I I I I I I I I I I TYP. @ K I I I I GARAGE S4 1 1 I I I I T.O.M. 18'-8" 9-4-CLG JAMBS AFF —--------- T.O.M. 8'-8" 8`8 CL I AFC — — — I I I 0 N— — — — — — — — — — — — — — — — — — --------- 8070 O.H. I 8070 H. O O I G I REF 2668 B.F. -32 L DINING DINING Al KITCHEN z 9'-4" CLG. 10 A2 9'4" CLGI lO . 9'-4" CLG. TILE _ (V _ (V TILE 10 TILE A3 60 60 10 1 DW SINK I O r---J L-_--L TYP. LIVING 9'-4" CLG. AFF CARPET M N 3'-4" J 5'-4" r1=4 TYP. @ REAR 55 rr—� II � D1 II \ II � 1 __ DOOR LOCATION I I FOR OPTIONAL I I SCREENED LANAI I I LANAI 9'-4" CLG. I I CONCRETE II II II II 6'-0" I II II � II DINING 9'-4" CLG. TILE CV 10'-14' 10'-11" 5'-10" 3 -44 3-92" 2,-3„ 4'-10 8-_84 0 J. 17R c PW01 UP 1 c I i - - - - - - - - - - - - - - - - 00 •TYP oil LIVING_NORMh� ❖ .••� _ �VIN*14 ®■ 1 CARPET /• CARPET .� •1 • 1• �� •��REF } • 7 • 1 a FOYER 9'-4" CLG. TILE 7'-0" D1 TYP. I FOYER 9'-4" CLG. m TILE 7'-0" o0 T-2" W.H. �t/.H, TOENAILS @ BASE Ta 2668 I = I U) Q O i� B.F. J v BUILDER To BUILDER T PROVIDE PAM M11 APPLIANC A PMIA PROTECTION PROTECTI WHEN REQUIRED WHEN REQUIRED PER FBC PER FBC GARAGE GARAGE 9'-4" CLG. cO 9' "CLG. AFF CONCRETE 4 CONCRETE o PW01 N TYP. - - - - 0 I T 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 K TYP. @ I I I GARAGE I I I I S4 JAMBS I' 4" C I I - - - - --------- ----- — — — — — — — — — — — — — —L O 8070 H. I 8070 O.H. I O 10 POWDER , 1 \�nilliill n!►Z\ , APPLIED .o STONE T.O.M. 18'-8" T.O.M. 8'-8" r--- - -- -- - - 6'-4" 13'-8" 13'-4" 6'-4" 6'-4" 1 13'-4" 13'-8" 6'-4" 201-011 201-011 01 201-011 201-011 801-011 (1666) (1666) 1st FLOOR PLAN SCALE: X"=V-0" 00 Q N a I�u V � Q� O o eow acl ». u- o, m N- .p eq J3 yC NIMP � Q Me 3 � 3 .. N .0 _g o ,a �. • � Sr' J « 0 Y O �. b t`F fit E �f rbei�..y�'n t``4f tb 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. V) H of Q O M U N N CA 0 C 7 N 0 # N r a J N J Q C J "- W V _ w ,Z 75 O 0 Y N C � t 6 9_ Z N9 4 O .i 3 0 O N r, CO v Cl)o K LL Z 04 N Z Q J N cai z W El El z N M 0 0 z � N z � � —Q cl- r N N z c �-1 0 t 4-1 f6 ij— O LLI o N uaa U c allJ E _ a C � � wQ o J= w M o U- o E u =o 0o >� a� oa (B O E =O 0< U � o0 oQ �z o cli L o wo ¢ w� rr r6 o m 0 0 C, � c Y y o z, Cl) O Q w C/) N Q z a N W az �3 o J w� �F io Mi v 5 a 3 C o,— y a)> M> T .L L r rn Q T Q L J L.O CID 000 T 00 T d¢�' cfl O _O Q i2 CN HO 00 04 110 O O O m Z r- 00 4 �; 0 z z E co d E U -i Q c -� JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 5 l.r 3 0 0 0 I 0 J 0 I rn O I N / 0 cn� O 0 I 4 Q J 0 1 rn 0 I N F- 21 0 131 .n / N N d E N N 0 L 0 c J LZ 2 U v U U 0 .o O tZ N O 00 a a N O CN 00 0 0 m v cn INSULATION REQUIREMENTS WALL LEGEND TOP OF MASONRY WALL LOCATION R-VALUE / TYPE (GARAGE) EXT CONC WALL R-4.1 HIGH PERM 9'-4" TOP OF MASONRY WALL EXT FRAME 2 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED 18'-8" TOP OF MASONRY WALL 80'-011 00, CONDITIONED CEILING R-30 BLOWN -IN 201-011 oe 201-01I 20'-0" 20'-0"oe (INSTALL BAFFELS AT EAVE) 18'-8" TOP OF MASONRY WALL 40 GARAGE SEPARATION R-11/R-13 KRAFT FACED 2ND FLOOR ONLY. NO FIRST 100. 164" 00 T-8" 3'-8" 16'4" 164" 3'-8" T-8" 164" FLOOR BELOW. TYP. TYP. WINDOW SCHEDULE -2HOUR FIRE RATED SEPARATION WALL 55 I I I 55 O D1 D1 OD SIZE R.O. CMU R.O. FRAME TYPE -9'-4" TOP OF MASONRY WALL (2) 39"x59" SH _ - - - I I I 2 39"x59" SH (Flange) (Fin) / HA LABOVE ________________ ________________ ______________ _____ TO BOTTOM SIDE OF DECKING 12 20X26 18�X25� S.H. EGRESS r EGRESS EGRESS EGRESS 13 20X38j 184X37j S.H.-2HOUR FIRE RATED SEPARATION O O i WALL 14 20 X 50 181 X 50 S.H. C O -18'-8" TOP OF MASONRY WALL, W/ Miv o o hiv 15 20 x 63 181X 621 S. SHAFT LINER ABOVE TO BOTTOM B4 ;1, 2x4 HALF WALL 2x4 HALF WALL � 64 z 2 SIDE OF DECKING rr 16 20 X 72 18 t X 71 f S.H. 60 3 10 W/ WOOD CAP W/ WOOD CA 10 3 7 3-24 SSG _F__-_ O I O ____ ti��� J.3 24 1H2 271/4X26 26X25 S.H. WHAOL R FIRE RATED SEPARATION - - - - 0. BATH _ _ (2) 39"x59" SH_ _ _ 2 39 x59 SH / ___-_---(->- ----- 0. BATH �L-- - G) 11-13 271/4X38 26x37SH.-20'-0" TOP OF MASONRY WALL, W/ = I I 8'-0FOTILE CLG. 8i0"CLG. I I I� 1H4 27x5o 26xso S.H. SHAFT LINER ABOVE TO BOTTOM TILE '----------- r,l I EGRESS EGRESS 4_S R/SH R/SH _SH EGRESS EGRESS U? O 1 Iri SIDE OF DECKING =1 J------I I------ O� 0. SUITE k�- O ` 1H5 274x62 26x621/2 S.H. TYP. INTERIOR WALL /O 0. SUITE 8' 0" CLG. 1 I 8' 0"CLG. 1 H6 27 X 72 26 X 71 1/2 S.H. P. G S. CARPET PW01 I I CARPET EMP GLS. BEARING WALL ENCL. � �T D1 �'sr6, W•I•C• I I �+ ��04' T I i 22 37�X26 36�X251/2 S.H.8'-0"CLG. I 1 W.I.C.TYP. CARPET I = ;,T�1`PCLG 1; 23 374X38� 364X373/4 S.H. OPENING PRESSURES . cb M Z, I ET o M 24 374X50 36 X50 s.H. ENCLOSED - EXPOSURE "C" T / \ / \ 4-SH R/SH 25 ` 37 J X 63 36 4 X 62 1/2 S.H. O +29.7 / -32.2 © +29.7 / -39.7 -84FR/SH- 4-SH , I 3 1,U U 26 37 X 72 36 X 71 1 /2 s H +28.3 / -30.8 +28.3 / -37.0 3 5�_p 12-111i 6c - - , 12'-114" 5-01, -840. SUITE r I�Q �U>\ O. SUITEDOUBLE 2 WIDE 75" TALL 732WIDE S.H. o g' o"CLG. r` -------_� ---- __ r 8' 0°CLG. o��� I E +26.6 / -29.1 OF +26.6 / -33.5 -__c0 CARPET R/SH R/SH CARPET C0 - _ - _ 32 54 X 26 521 X 25, S.H. ---T� _____ 33 OSEE SN SHEET OH SEE SN SHEET I 34 = 54 X 38 52 X 37 54X50 52X50 S.H. 140 MPH I W.I.0 C. ' 9'-54" 3'-52' 3'-52" g'_54 1 35 . 54 X 63 52 X 62 S.H. NOTE: WIND SPEED INDICATED ABOVE IS AN 0. BATH 0. BATH W.I.C. I "ULTIMATE" WIND SPEED. THE WIND PRESSURES 1 8'4' CLG. �b 8'-0" CLG. 1 3s 54 x 7z 52 X 71 S.H. LISTED ABOVE ARE ALLOWABLE PRESSURES �0 8'-0"CLG. 8'-0"CLG. _ �'rp CARPET `t� TILE TILE � o PW01 I SOFFIT DESIGN PRESSURE +29.7 / -39.7 E A4 LOFT---------- 2CARPET J 39X59 40 X 59 N/A S.H. o A4 10 p1 DOUBLE 39X59 79X59 N/A S.H. L---- ---- LOFT CO co 10 2.1,. 2.12., R/SH g�-0" CLG. TYP. 8'-0" CLG. R/SH HEADER SCHEDULE 2x6 WALL CARPET " 1.. E _ _ _ _ _ ^ ] 1� 311 CARPET 2x6 WALL AREA TABULATION (1666) 9'-54 3'-52 3'-52 9'-54 R/SH 1ST FLOOR LIVING AREA 674 MARK HEADER SIZE REMARKS eo n 17RDN. 4---- C„ O O cal7 ----4-17RDN._ n co ao 2ND FLOOR LIVING AREA 992 H1 _ _ _ _ _ (2) - 2X6 #2 SYP W/ 1 /2" W LD 17 ---- v `"' \� ---- 17 W D LIVING TOTAL 1666 FLITCH PLATE - - - - 5 c'6 ih 5 TYP 2 2X8 #2 SYP W/ 1/2" ---- _ __ __ _' ---- M TYP m 1 _ _ _ 16 6 A/C 6� TEMP. GL EMP. GLS. M �C 6 16 - - - GARAGE 264 H2 FLITCH PLATE 55 '� I 1 -- - 15 7---- --- --- CL. E --- --- ----7 15 - __ �' 55 FRONT ENTRY 98 D1 LAUNDRY ���� II ___ __- ---- ___ ___ Itt ---- 14 1 �`�LAUNDRY D1 LANAI 120 H3 (2) - 2X1 0 #2 SYP W/ 1/2" -- - 14 � _ C7 q TOTAL AREA 2148 FLITCH PLATE 8'0"CLG. C7, 1 1 8---- 11 M I ----8 -- -- 2668 I 8'-0" CLG. 2sss 1 INA13 ____ AREA TABULATION (1787) H4 o TILE B.F. I - - - - 9 _ _ _ 9 13 - _ - 1 1 B.F. TILE (2) - 2X12 #2 SYP W/ 1/2" 50 , 1 ---- 12 10 - 11 10 12 --- O FLITCH PLATE LO R/SH d I I I I R/SH 1ST FLOOR LIVING AREA 759 1 1 I --s-,- 11 ------ ----- 1 ---- 3'-44' 5'-74' 4'-4" 5' 4I I 5' 4" 4'-4" 5 74' 3-44 11 ---- ----- ------ ND FLOOR LIVING 102g 2 - 1 3/4" X 11 1/4 LVL 2 v H5 N 4-SH M o--- 10 ---- rN 2 I I p _ ---- 10 0 l l 4-SH 2.0E Fb=2950 ' ¢ 12 J b ( bN LOFT J 12 Q M N LIVING TOTAL 1787 5068 T = - - - 9 - - - - LOFT T T 1 �- - - - 9 - - - = 5068 (2) - 1 3/4" X 9 1/4" h 13 00 co I e0 8'-0" CLG. _ _ _13 H6 LVL 2.0E Fb=2950 B.F. 8 - -- CARPET 1 8 ' , 1 '7 B.F. GARAGE 265 4�7------ 14 Q 1 1 8'-0" CLG. io I = I 10 Q 1 - - - - �6 T-94' 4'_6" 0`O� 3'-114' 1 U 7 - - - CARPET p I I 1 - - 7 3'-114' G� 4'-6' T-94' H7 (2) - 1 3/4" X 16" 1 FRONT ENTRY 12 --- 15- _-� LAUNDRY I LAUNDRY �_ _ 1 ----- LANAI 67 LVL2.OEFb=2950 1 - 6T.O.M.18'-8" 1 6 TOTAL AREA 2131 r � � I I 8'-0" CLG. � 8'-0"CLG. I I �- �- -, T.O.M.18'8" - - - - - - T 2 1 3/4" X 7 1/4" 5 TILE TILE 5 H8 ( ) / \ �I T.O.M. 20' 0" 17_ _ 1 - -1 N I , , LVL 2.0E Fb=2950 U\� 1 1 17R DN° ° 17R DN. 1 1 c.t U IN " CONT. Lcl! N 1 1 =N O Follow Q/S4. See Plan for N HANDRAIL �- �I , N RAG 2 - 2X4 #2 SYP W/ 1/2" Bearing Wall Call Out When c� Q ' _ FLITCH PLATE g Straps are Required -- --� G.T.- - -- -- ---G.T-�--- r -- M O O M o° VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED �A BATH 2 _ 10 A " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND I 0-_- ---- G.T. - - O- 8'-0"CLG. �'-� A A5 rTa BATH 2 -O - - - GT------ -- I=O REQUIRED STUDS I 1� BEDROOM 2 4 68 TILE 10 10 40 8 BEDROOM 2 �1 I� LO1 ILL 3.5 8' 0"CLG. rbN B. F. B F. C71 1LO General notes m(0 8'-0" CLG. s 'QL6q, TILE bN 8' 0"CLG. 3 53 wI Io, M 4 CARPET �4� O O CARPET a co Q,?' 1. R302.6 (Table 302.6) If water based ceiling texture material is used, M.C. M.C.4-SH N Provide 1/2" gypsum board for 16" O.C. Framing, or 5/8" gypsum �' 65 B5 board for 24" o.C. Framing. Note11/2" sag -resistant gypsum board "b� 6�8 10 ti`O6 R/SH R/SH R/SH R/SH O.M.20' 0" 6� 10 ��� o may be used I.L.O.Of 5/8 gypsum. 5/8" type "X" gypsum board -o -- ----- �I� -------- ----- --- T.O.M.18 8 must a Installed o garage cell) g beneath habitable oo ( )-------- �'s q' M� b n "n b le r m s. T.O.M.20' o° - - �� BAT 2 BAH 2 T.O.M.1F-8" IT r iv iv r1� N Co 0 8' 0" G. "' 8'-0"CLG. 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts TILE 068 �� �s 4068 4068 0� �6 406 TILE penetrating the walls or ceilings separating the v .F. ti6 s� B.F. B.F. ti6 M �� B.IF KD dwelling from the garage shall be constructed of a minimum No. 26 5 5 s gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class BEDROOM 3 5'- q' 1'-48" 2'-6$ 2'-10g" 1'-45" 5'-64' 5'-64" 1'-45" 2'-10$" -6$' 1'-4g" 5 4' BEDROOM 3 L.0 or class1 duct ij T-0" CLG. 8'-01, CLG. ' board, or other approved material and shall have no openings into G.T.CARPET g_6" 9'-10" 9'-101. g'_g CARPET _ G.T. -,� M� - - - - the garage. d' APPLIED I 'c� o o M APPLIED STONE 2� 04' r 0'-54" row 10,-J4' 2'-1 1' STONE 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" I , o D1 I solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. � N TYP. ° I _ 4. R302.7 Any accessible space under a stairway shall be protected v 5068 5068 r` I B.F. T o - B.F. I r with'/2" gypsum BEDROOM 3 T BEDROOM 3 i board. 1 ' EGRESS 8'-0" CLG. 8'-0" CLG. EGRESS I 5. All doors and windows providing direct access from the home to the 39x59-SH CARPET CARPET 39x59-SH r EEDROOM 2 BEDROOM 2 _ _ _ 1 pool shall be equipped with an exit alarm complying with UL 2017 CLG. BE8'-011 CLG. that has a minimum sound pressure rating of 85 db a at 10 feet. The ARPET EGRESS EGRESS CARPET - - - exit alarm shall produce a continuous audible warning - - - - - - - - - - EGRESS O I o when the door or window are opened. q I O EGRESS B I - - - - - ----- L____________ ____________ 39"x59"SH 39"x59"SH ____________ ____--___-__-- 6. Bathroom exhaust fans must vent to the exterior of the building, O I O 39"x59' SH I exhaust to attic space and soffits is not 39"x59" SH acceptable. o I o 7. R302.6 The garage shall be separated from the residence and it's 6'-10" 6'-10" 4'-11" 8'-5" V-10" 4'-10" 4'-101, 1'-10" 8'-5" 4'-11" 6'-10" 6'-10" attic by not less than 1/2-inch(12.7mm) gypsum board applied to the 4 10 garage side. Garage beneath rooms shall be separated from all 6'-4" 13'-8" 13'-4" 6'-8" 6'-8" Im 13'-4" 13'-8" 6'-4" habitable „ rr r rr a rooms above by not less than 5/8 inch (15.9mm) type X gypsum 20 -0 20 -0 20 -0 20 -0 board or equivalent. Where the separation is a floor -ceiling r� assembly, the structure supporting the separation shall also 80'-0" protected by not less than 1/2 inch (12.7mm) gypsum board or SYMMETRICAL equivalent. �X�FILLED CELL LEGEND 8. R612.2 Window sills In dwelling units, where the opening of an (1787) (1666) 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) 2 n d 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; Ya"=1'_0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass i y N a+ C� w O c� 10 O ., -o w y a� cs = •aC .. Cc o sa a c c y O- = E as o NSE U Ca° '44c�, OF � \ ,CIE essio ��'�tttt'(4itt�i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NJ 0 a o M WLo E a. G 5 N H � n y ruM� � w Q C J W J � a _ w Z fII C L 2 9 _ y o �` NN Win2�O' m w Z Nz 04 Ci U .0 V M !9 z N M o g z z o � Q J M N z a--' W U 0 LU N U) U d J E 8 = L o 0 O orr co W co co J w o z 4 � LL Q E z� oo Fco zo ?'0 oa 5 OU M X s a 0 OU g� O CZ)E o woo az rw ¢ z m p 10 � J N m ism Q W �o U) aLyi Q F o.son z Z g° a nw Jz aF =~ >° Oo V w 10< a F °°� c 2 1� >M 2 0 (6 N � 0 0 Co ncoQ 00 T c6 O (-O m Q V _Q ate-+ CV O oo 04 L0 • 0 O -0CDO n N r O Lo M �- Q co O T- ai E w ^ pp E o z co6Z E (.0 U) c m a 0 o N U Q p c JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 6 FILLED CELL LEGEND WALL LEGEND 8'-8" TOP OF MASONRY WALL CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM (GARAGE) FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. - -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 80'-0" WALL 10 -18'-8" TOP OF MASONRY WALL, W/ 01 20'.0" 20'.0" 20'-0" ol 20'.0" SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING SYMME RICAL -2HOUR FIRE RATED SEPARATION - - -.i WALL �� -20'-0 TOP OF MASONRY WALL, W/ i II _ _1 i II II II SHAFT LINER ABOVE TO BOTTOM / II / II II II SIDE OF DECKING LL---------------------- '--- ---�------------------- ---A ------------------------------------------------------------------------------ TYP.INTERIOR WALL Li i BEARING WALL LANAI LANAI II II LANAI LANAI II II II II ------------- LIVING ---- ----- ----- ---- LIVING II REF REF II L6 Q z KITCHEN DINING DINING KITCHEN Lu DINING I SINK DW DW SINK DINING r---J I I L---J II----------� C---------- I I I I I I I I I I --� ----- ----- L--------------- 11E] __-- ----- ---- LIVING LIVING I _ SINK DW —_--- --- — II D ---- - �I SINK TC d Q II rillK - - o I II -- ---- ---- I L I REF ----- ----- REF I ENTRY L-------------- ---- - ENTRY 7 _ FOYER I I 1 ---- lii ---- 1 1 1 FOYER i t - w I FOYER FOYER I W ---- I I I I I I I I I I I I I I o I I I I I I � LT am i (W H. W.H. So c9 W.H. O O ^O O GARAGE GARAGE POWDER GARAGE GARAGE POWDER O O ENTRY ENTRY r---------------------------------i r-------------- � � r----------------� I I I I I T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------------------------ I I I --- --------------------- I I I I ------------- -------------- I I I I --------------- --------------- ISYM I TRICAL 20' 0" 20'-0" 11 20'-0" 20'-0" 80'-0° (1787) (1666) (1666) (1787) 1st FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" o N G" _ ` `-4 C o Lat5 N A P f/7 _d O .fir 4 .+ N Y d � W a E � C5 3 d .. c o N Q- -0 C a d w 0 �;a,��rlQ , s u��-•i� C �ryaQ�ilSe��p���q�� Lt EV° N��s" Y�o, e.L f GCa� o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W V0 E M a_ ° 0 0 ci N N m 00 C .0+_ N 7 lf7 N O qt LL Q N M J C J LLL I J w a — a Y o Z m c a) rn Lyo z 0 W co 67 LLL0 m w ZN'O z QZOU < L) W EJ❑ 0 0 z J QU) � ¢ d M N z ( c Q, V! o a--' v, C6 w � m V Ow o V) w f6 r— cn U w J m l'•„.. H — E _ N )N m o C JW coo 3 z Z _1 w E Z p Zce N Q N a E OU (6O �� zm oa Up F X U o< o N o az L ro Q i Y m O ~O , a 3 F Z g° Q 3 0� a <j ca0 =� 3 azCD ` zF >° o Mj O cY z¢ 6F O U3 2 r w >M N Q ~ O O r n co 000 T O CIO QD m Q ~ 0 N LO T- O �+ 0 O O RO r E c 00 4 0 ca Z E c ca o E U -j Q 0 1 J JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 7 ,n v v- t/) 0 0 I s J O I O I N 0 N C Q CD O Cfl O J O] O 0 I N _ V) Q / YOB L Q N [V O / d E N N E Cn S v c C J / LZ U -yr C U �o rZ / 0 6 LZ N O co 0 Cl- 18 O [V 00 0 Q m 0 v'i C of LC 80'-01, (1787) (1666) (1666) (1787) FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM fl FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. 21HOUR FIRE RATED SEPARATION WALL 44" 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 -21HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL 2nd FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" CIA co N V � W 0 o C R V N co W_ d N ea o 1/1 y O d u a w 3 R _ 3 T m y a� sa c o y -CL C L3 a "•o •mil SGj�-? p* �. FLO' «, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E 0 s aM 0 0 W n r H errZR 1 ak y m c W N S J a c J 52 LL W ,^ J W d V W — a , Y Z L (D 0 Z 0 _ 'm N CD W 9) m (1) W Z � Z M J F LML N 0 �� C-) Z U) W ❑ ❑ M � O Z N IRN O J N U) N Z ^, c 0 VJ o W c O WV) g Ln y ws � U c W m Rig = N MENSMEOM U O O a 0 �m C C Y Cl) M COz o z Q LJL c6 E O zo w0 >N zo Q N ZQ C6 rO O O KU ¢¢ �z 00 0 OTZ °-z N o ¢ �W L :3 (Q CO Cy o m O 0� WU m ¢ w J N ¢W N zz Q W d � w = U 0 1— oLL r� -O Ab= O V wF 0I< a= 0 3 o r rn > ('7 i m 0 r � (o � O 00 r O Q r Cr CC> co 0 O m Q Q 0 N L0 ^O O O N co T LO, Liz CO co O r E c ' r- � 4 Z t0 Z 3 (0 cv N a o 6 N U _j Q 0 c JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 8 3 ,o v Q in 0 I 0 J cn C, 0 I n rn 0 I 0 c/ 0 I 0 J rn 0 I rn 0 I N i v v v� 0 a i v+ 3 Q E 0 E 0 0 c J y N ;n B U a 0 UI i Z 0 a. i a 0 •O J r7 CV CV O SN 00 0 0 0 d cV cV 0 [V LO iu 0 Q m v cn 12 5� FIBERGLASS SHINGLES FIBERGLAS -SHINGLES 6" REVEAL HARDI-BRD. SIDING 6' BANDING 6" BANDING 6" REVEAL HARDI-BRD. SIDING 12 �5 _HEEL T.O.P. { HDR_ 16" BANDING AL ROOF 7:12 PITCH 7:12 PITCH METAL ROOF ■ MZ ��q�.Y- =- IIIIIIIIII IIIIIIIIII=-IIIIIIIIIIIIIIIIIIII� � �-IIIIIIIIIIIIIIIIIIII� =-IIIIIIIIII IIIIIIIIII= - �,IIIIIIIIII IIIIIIIIII 1111111111 1111111111 .. =�1 � � r G IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII I�LC� � ® - � - � 111111111� `IIIIIIIII Illlllllli �111111111 - � I-� I-� IIIIIIIIII `IIIIIIIII 111111111� illlllllll � - !IIIIII!!�! ;!!I!�� t� COACHMAN-3 • • •• • • ®7 �' •• • • • COACHMAN• • DESIGNSERIES 2, DESIGN ARCH 4 SERIES 2, DESIGN ARCH 4 SIMILAR SIMILAR SERIES 2, DESIGN ARCH SERIES 2, • ' ' • • • • • • • • LiO I I I I I I OFF RIDGE VENTS, TYP. OFF RIDGE VENTS, TYP. 12 FIBERGLASS.-=•=-s= B RGLAS SHINGLES SHINGLES 12 �5 0 O � _FL. _ LG. HGT. RG_@ G4RR. DR 11GT. F4 VAT I O N SCALE: 3/16"=1'-0" --- -------------------------------------- ---------------------------------------------------------------- - - ------ T.O.P. --- HDR. --------------------- TEXTURE FINISH 12 ------------------- -- --- 1'-4" 0 TEXTURED 00 FINISH STANDING SEAM 12 -- - - — - - —--------------------------------------- 1B ��--------------------------------------- F.FL. +1" PAD FLASHING SHINGLES SHINGLES FLASHING +1" PAD ` ------------------------- ------------- T CLG. HGT. —-NnR Hr;z ---- - D - - - - - - - - - - - - - - - - - - _ - - - - - 16" BAND 16" BAND F4 TEXTURE TEXTURED (2) 39"x59" SH FINISH FINISH (2) 39"x59" SH E E -- ------ F.FL. (1787) (1666) (1666) (1787) REAR ELEVATION SCALE: 3/16"=V-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 V dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade INS 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 0 crr cvl = 0 C. L� > LU ® a �awN -o cc ae ¢tea A O L N e .r 4 ti 39 3 �.Tyd V C Q Cc E Cc 0 a� C, 0 +.46rk�pkii�C�•Fd n - 0. NN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E 0 8 OC'J N _a CW:1 N r r r J MCD N � LL a d Y oJ m � o 3 L (6g z w hoc CX, M rn rn W w Z LO Cl) M ILN Z Q J N ZO U v W El El z � M o o IR Q � a J — r M t� z Q) C o a--+ ro U 0 W o N Ln fC� a-- Cn U 6 C LL, M !-_ J m i wig = a; p N U) Q O O ll� � m I� � O co J w Z M M w � Z C � J Adir E Q E O ¢ go of w aN z0 O = O �a ao 0 OU o< ZN ra �d az . rp ::3 U) C o � y U ,o m 0 o O z J <w �Z U)Z U) ¢ < o� z Z g° IBM Y 0 a w I U O F C7 O CD0 it W z ¢ '0 I - c o T %M = N rn N a p r I\ � � O^O T" o� Q T CT _ rl/ /^^.) v / m Q Q _Q ate-+ E N O 00 NLO 0 O O C,4 r o In co Q O T ai E w 0 pp E o Z m Z ii E rCn c a- E U � cc Q p 1 _J JOB NO : 22-09474-09471 SCALE : AS NOTED SHEET NO. 9 II i,. tl I t JI l-,-J:: ud-iuu:i dr,�■,n Yw :u n �o .. �,.. ,,..,.,,.. .. 0 e0 M� CLG. rn HEEL _________ T_O.P.--------- HDR. F.F_L._____✓_____\__ EXTERIOR PLASTER ON FRAME-_ BRG_AT GARAGE iz HDRHGT._____ F.FL. 12 5L,-' (2) 39"x59" SH TEXTURED FINISH 12 5F,� (1787) (1787) 12 !;:'�5 16" BAND 12 Q 5 — FLASHING - -------------- Ci TEXTURED FINISH HEEL -------T.O.P.-- HDR. 12 �I7 F.FL_ EXTERIOR PLASTER ON FRAME_-CLG_HGT. _B_RG. AT GARAG 2'-2" ------------------ L--------- EEL— LEFT ELEVATION SCALE: 3/16"=1'-0" RIGHT ELEVATION SCALE: 3/16"=1'-0" a v 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 N 0 N 00 c dUJ � W O CC v N — -Wmx N f6 0 a sS d N yC a� dM �_.o t fix es •r a c o - T - - 'n In.. c � _ a • U ssi°i'•i�F tib �ey�'ig4��LiC r.f 414 dO. °• L a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N) W E 0 a 8 0 C�co(V m 0 s 0 4% 00 N N N 0? n N co t— /rn ai *i J -J LL W Lu a Z_ °' t 1° o 0 w 00 0 m ILWn us Z m Z ¢ J Z N O U U W z N M 0 0 z �O N � o Q � i/i z a A LU � U � O w o N w �cn U MOORE F- J E L U ml ii/ N O N � � �Q 1 Q O N Ol I ti o w M o U— Q E �z o o w <'a Zo ru F— CD E x0 d� ao o0 o °< wW N It o ai rp C _ C 12o Y m� 0, Z, J m Q W �z rn a 3 a1 0< go Ego Q �i U az �F �� in ao O < F 10 d" 0w zIQ 0� U c •� T a� C�> T 1- ai m f0 ~ 0 i CID -c CD o^O r � � Q r lcl- _ Cfl o Q co O co a_ Q +-J N O 00 N LID -' -Q O O O �.0 � N r M ZD, r O U') U). CO O r r- 00 w z m Z E c`o d E U J CU Q c a) JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 9.1 6 L 2" VTR II JI I I t4AV NOTE: • W =1/2 OPENING DIM. • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1787 ?� SN°�I, +211 +211 NOTE: • RAISED STUCCO BANDS • TRADITIONAL LOOK & SMOOTH FINISH I TR I I �ANSp I \T. V121jV 311 I I I I PV 311 13q I T�6 J i ail VVG 2° PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER QII 10f" 2 SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 32" SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED FRONT VIEW 1. 1 rin M� BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN, TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED FRONT VIEW mow/ C 0 W a C O C/ c row C-4 — m .% �u..a sn co cm N L7,Cc Q d N Y 4 CD ¢w d C t ;, m i N C C C E. d O Z L) a� 0 VU L , ., e, . oe Ett���i>ciS 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. H W E f' o o O ,�0 N N O � w u W a _ w Z m c13 :3 N N u 7 W -Lr) 1) m w Z � N Z d 0 LL ;n N O U < O Z W z N M a g � o Q v J _ N M N z � o � W u g 0 W")V) vi C Y wd v W J all N L 8 � N .L. CJ o Y —® o w M o �Z z Q E zo ,� Z Q° CEV Q E U Wo z zo 0 a 'U I �' — 0 0.�� EU X U U O 0 U o< O N z (1) n. z Woo Q a z w z �w L p y m 0 U� C o� gz o g° s?. O w T 3 U ¢ � & F F o' r CDa cozla x 00 2 r N >M 2 6� N (6 Q O r 0 a 1 r _� CO 0 O O Lfl m _Q +-i M N T- o o o U LO ct' O r E c ' ^ 00 4 Z C Z ED a ro JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 9.2 —104 T' ,=1N T' RETURN TO WA SCALE: NITS DRYWALL .CLEARANCE LL 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED DETAIL C W r VERIFY 01 W/PLAN TYP. ARCH DETAIL SCALE: 1/4" =V-0" 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). HANDRAIL DETAIL K6 Li K FIR) JALL )2X1 FRIN (1787 SCALE: 1/2" =V-0" STAIR SECTION O 80 MIRROR P. rFL�L171 r—in 7LILI�l O N O M BATH 2 OWNER'S BATH KITCHEN KITCHEN OT�QT B4 3 BATH 2 OWNER'S BATH KITCHEN v M STANE STRIN( CLIP TI (1666)I SCALE: 1/4" =1'-0" i KITCHEN (1787)I SCALE: 1/4" =V-0" KITCHEN NTERIOR ELEVATIONS NOTE: INTERIOR ELEVATIONS WILL BE FLIPPED FOR THE REVERSE UNITS. 0 ih KITCHEN NTERIOR ELEVATIONS NOTE: INTERIOR ELEVATIONS WILL BE FLIPPED FOR THE REVERSE UNITS. 1666) STAIR SECTION H cV ;N W 0 v m x N 10 C7 � Q.drN�C 2 ao t d so so y ar 'Co c o C o g 0. cl e CV; Id , :. („b ' rive �. C.. N Jf ��"• y P}q ems_-• NN 4yva;N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d E 0 c) 0 no0D0� 1 Q (, 0 ��r,a� N O 2 y co V 255z_J C_J S w w cc LL 5 a w z — m c _r_°o Y W W Z N � °� a' cow Q J OIL Z zOU C"!N < 0 MOM M � Z N M 00 O Q � J N M z (D o '• a-1 (6 � w U O ° w 5 `+ �tl U � W J _ y N P" U o' v° Q c o CO co M w o w z z � J 11_ Q E E O z o oo Z a� z© oa �L) U - O C14 O Q a W oz oo tt 0 Q -Z Qo m� p _ J Y U O a 01 Z Z CW �z CIO 2. ZU aU Q U ¢�0 z mw O zF V 0I¢ F UU s r > CO _ Q rn m `m � O JCD _ i � 00 co C a CAD C..C> " O O C.0 O Q E CV O ao 04 `0 �+ C)O O r C) LO MO LM r ui E .T -E n QO o Z Z E (D a a E U � a 6 Q o c _J JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 10 s 1� I .r a Ir ZONE-1 ATTIC SPACE 27 SQ. FT. 7nNF-1 70KMA SYMMERRICAL (1787) (1666) (1666) (1787) :12 ZONE-1 ATTIC SPACE 27 SQ. FT. ROOF PLAN SCALE: 1 /4"=1'-0" CM N i y O a- y N L N Y d d ,. 'v._, R L To' ao a W d R y L1 G � O 11 V fl tIItau, ZZ VU ZZ 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 Cade - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. MM H W v E m �a R N V 00 C � N ',-0- N r N a>,-- N M '0a � z2525 Q C u- � LL 5 � J LL 5 _ a w _Z L N v d yo �N(D W 00 W_ m w Z °0 0 N LL N O U Z W ❑1:1 Z N M O � z N z o � � E3 N M ul) N V O 4-1 Cn LU 0 wLjj c 8 Gig =m L , U O N Q N 0 to, 44 r— O O w z co co¢g ¢ z J La 0-p E U z o Wo o wz Z � 0 oa C CDp C N¢o x o ¢ 0 O OU O G d z Q W a% L r0 O O VS _ C OJ o, Z ¢ W yCn ¢ Z z O¢ � aU �w C) `; 0 O w� Yo a CO V zI< N r > ('7 2 cc 0 r J cfl 00 r 0 Q �- T _ co U O V J `-� + j E N 0 00 N LID N O O OM � N r O LL j LC') O r n 00 vi Z m Z E c d E U -1 Q 0 JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. (1787) (1666) ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) 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 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 �\ ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): �\ ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I 1 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (Sd) 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 ®I ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24116) or 1%2' EXP. 1 (33416) 0 TILE: f%2' EXP. 1 (3Y6) I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', 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 TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. -2HOUR FIRE RATED SEPARATION WALL 44" 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 NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE VS5 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. MASONRY WALL BELOW: °<. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ a<. 4'-0" O.C. TO GABLE TRUSS 4 COMMON TRUSS a<. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" LOW ROOF & FRAMING PLAN SCALE: 1 /4"=V-0" 12 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 1 112" 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 I META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SIDS 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100 M 4520 F 3100-M 3800 F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 114" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16D SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (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 1 (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 SEE SHEET D1 FOR ROOF FRAMING DETAILS 944 c®� 00 a t'� as za cm C:)u 4" c ie CC r+ y., i14 G ►„ pN� �iN7C w y �-y W 'o >OP ce,+a, -w > tti C CD Vj O ' G W LP `s x To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W a_ o E V N O5 c N w 0) ��CC) - ���� . N a � MCD LL N S J =LL 52 J LL � 0_w w rn L V f6 O Z C: W co N (4 O 'IL ILZ �2pjO' Co Q J LL7 ('7 Z N O < U W 011 z N m 00 W NN O 4 Q � E3 U) Lo n , N M Z a Ur c V! o w � m V O VV) N w o � w vsa U J airw — E Q o co w co co ¢ 3 .� z 4 U_z sz E E O o o o w > o z< z a 0 fCU x 0 &a U o< O E ao az N o m to c �j 0 o o LL zr J m ¢w g C0 < z 3 0� go a T U 0 0p z o co wa To a v zI¢ 3 c 2 O) N ca a Q O � F_ ^^'' JCO i Cfl c 00 r O Q a° _ Lfl m Q O 00 N LO r Lo CO O r E ,� 4 r, 00 Z N Z 3 E CD to (n `m a E U _j Q p c JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 12 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) 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 I 2n I 2r 3 3e 3r 10 HIP -35.94 -49.57 1 1 -49.57 1 -49.57 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 60.99 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 \\ I \ ZONE 2e, 2n, 2r. ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD � ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®I ROOF SHEATHING: I Q SHINGLE: Y16" EXP. 1 CY16) or1%32" EXP. 1 (33/16) TILE: 1%2" EXP. 1 (3Y16) I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tX32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2° x U.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 •' OF • vwwo�uvoow kvoavw TOP OF • • FLOOR ONLY. • FIRST FLOOR BELOW. -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. TR 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. MASONRY WALL BELOW: °<. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ a.. 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS aa. 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 1 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" 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 518" ANCH. / (26) 1061-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 518" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS &_ (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS a GV �e 00 CV c C) o "J O . a , GG C ld V N O m X w � a CN it, ar_r S � c �U=a rs 3 � cc °—' u m c c `O ac �+ c � cm a c+ a` SRO ••��' 2�° •i y ce �4•' `� "7 G N _> •�� FLOC •�\ O F E S 101A \�d� �>� S w��.id f t?1 t t1��11v��A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. qN IN a 0 E 8 C 0 0 c: � In �Lo �M�w H a LL N 5 J , C LL SZ w J Lr 0 w — a a Sc z (9 C V N W 5 @o r_ 0 N W Z U)0 m w t� M Q ZN O U v Ov W ❑ ❑ th 2 Z N M oC) Z N o � Q J � N r (./1 M Z �o o 4-1 (6 C) C) m U 0 In w o � °? u•s v C L.tl r 8 m! i°s y° v o N U) W 0 o® N I� r� C:,w � J z M C')o g LL c6 E O Eco �� Z� Z 0 fco R0 ¢ 0 UU O Ct O E N W It a o ¢ p <a a z w ro U) C:0, - C 22> m� 0 O, Z 'a N m w o< z go ONE Q U<go LL mF ?r �3 a� __ ¢ U` } O C)w co a 00 v 0< 3: •� T > M m N Q O _ 0 CD � `v "0 O^O T O Q r Cr^ V Colo v / m Q Q Q iE CN 00 cal �+ Z/ O Q 0 O L0 Qr co o r m A! ' N 00 z Z E (D 2 `m m 0- E o U _j a Q c c JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 13 3 i v a N 0 0 I 9 Q7 0 O 1 cn 0 co 0 I 0 J M C) 0 I n rn O I v V) O E' C) 0 d E y E 0 O 01, W LZ 0 U v -3 UI iu 'o a 0 0 U J v LZ 0 00 0 5 N N rc 0 00 as 0 in VERIFY METER LOCATIONS WITH BUILDER PROVIDE 12" MIN. VERT. SEPARATION FROM ANY / ALL UNDERGROUND UTIL. ENT WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL IF77777771 18'-8" TOP OF MASONRY WALL I FLOOR ONLY. • FIRST FLOOR BELOW. -2HOUR FIRE RATED SEPARATION WALL 44" 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 WP \ N \JIA I I A L V V I I A PER SPECS WP WP PER SPECS (1666) V I 1 I I" V V I I A PER SPECS (1666) 1st FLR ELECTRICAL PLAN SCALE: Y"=V-0" 1-4 I/ P —' Riser Diagram 4 UNIT BUILDING 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS ENTRY 1 1 1 1 1 I I I I I I I I / / / / / / / / 600 AMP SERVICE 00 150 AMP 00 150 AMP 150 AMP 150 AMP (2) 3" SCH 80 PVC CONDUITS WITH (2) 500 MCM XHHW AL AND (1) 350 MCM XHHW AL EACH CONDUIT (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. (1) 14" SCH 80 PVC CONDUIT WITH (2) 2/0 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 FfT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET tt�G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH _$3 � 4 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE © RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �f6 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER _a ELECTRIC PANEL _I DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT N N O h0 do N C, dLW LW osa C flS L� CV t v Y � 3 ar 15 I~ s c S � Q 3 cc io y as � m c o 7 .g N 0- _E Cc C' av CV CV O CV L2 00 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. N W Q v E 0 o M _ I, V C LQ��� o N 0 Q) N .0 m H u)r�- N Q cai Ni v 2s " C J JiLu 2 o u_ 5 a Z 1131 _ w (6 C �_ y o 7 coN � o o W � � rn I ILW LL Z m J Co m Z Z N OU U a W ElEl V M � o z o Q J M � U — � 0 Ln::D w oo �DpLdl O � U — E ni a� U o C e7 < o ° Q ti o � rr w Z z J C'E O E: u z o o o > N Q N ?© (6 �O 00 O E O ¢a 0,a 2O O< z Q J L s CO ❑ 0< r o m o 0 °, J m ¢ ° � ¢ w z to oa z g0 �W U 3 w� 0 oz =3 O w¢ >0 a V z¢ 1003 c .N r > M m O0 r CO 00 r Q r co O O cfl _ 00 Q _L CN t— 0 00 N o O o n LO Q o T— E 00 z N z O E // 1 �/ N m CU E JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 14 e v+ �v `v v- cn 0 in 0 I 0 J O 0 I N i v C 0 .n 0 I 0 J rn 0 rn 0 I N i v tnn 0 -0 i `o 3 tR CQ N N C o_ E E 0 2 O J N LZ 0 U O U 'o i a c 0 0 J a> LZ N N co ai 0 0 [V 0 co m WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9 -4 TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL FLOOR2ND FLOOR ONLY. NO FIRST BELOW. -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 I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I (1666) SYMMETRICAL I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —1 (1666) 2nd FLR ELECTRICAL PLAN SCALE: Y4'=1'-0" Riser Diagram 4 UNIT BUILDING 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS 600 AMP SERVICE 00 150 AMP 00 150 AMP 150 AMP 150 AMP (2) 3" SCH 80 PVC CONDUITS WITH (2) 500 MCM XHHW AL AND (1) 350 MCM XHHW AL EACH CONDUIT (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. rp (1) 1SCH 80 PVC CONDUIT WITH (2) 2/0 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 SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH 0 G J ROUGH -IN FOR OPT. CEILING FAN �7K L_� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT N e�m Cat ® U v an C. %7 N 0. ,- a..--V-• >� d m ta: •3 � E) w w �o a� CV GV 0 N 00 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. U) Q o 0 m U C N 0 y °° N N OJ OO f� N 7 u7 fn rnn� N Q aNiv22 N J C J W W D_ Z J w — p d Y �coC y @�� 0 W o��rn a W m w Z ILW ro m 0 J r- ;n N O U 0 O Z ❑ ❑ 0 U M � Z N ch O O o z z o — N M (D/��ry O a--+ w Y O o (n LU N a LU _ el U O N ¢ CO 0 OI • N w co < Z �a - E z❑ — O wz zp U CB N �o oa ?pp E X U a� o oQ �z ro L Qz wo 6 wz ¢W w- -• ro o Y .0 ❑ 1 Z N U .2 'aw Q zo o� Q U a ¢ r =r CDu V ¢ zl¢ d 3 r O �M O CU LL F— -0O r 0 C� c.5 'w 0 (�, o �i CO 00 Q_ Q .+: CN Q 00 N L0 r- N O O O N O M L0 L O d- O r n oo cn z cc Z : E CD e a U Q p C JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 15 l 1 - 1 JT1 -Tll - f :. - I I�;TTV r 3 `v cn 0 0 4- co 0 J O Cn O I N v c N O cD 0 O J O I 0 C I N / v C V) 111 / N N N d E E O S q C c J / LZ h O U v C 0 Ui U a� 'o i 0 U J N t7 00 0 0 0 d CV CV O 0 Q m v (n VERIFY N LOCATIONS BUI PROVIDE 12 VERT. SEPARi FROM ANI' UNDERGR, ISYM TRICAL I (1787) (1666) (1666) (1787) 00 150 AMP 00 150 AMP 150 AMP 150 AMP ELECTRICAL SERVICE PLAN SCALE: Ya"=1 '-0" toi 1-- ��yy Os+� 0 W C ;t4 C� N Os.. N_� q N BSI 7C d O.''✓ d C (o 3- to N Q- G 0 14 p O. 6D , Y CV CV O CV CD O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E a o oM o N N m O � O 0 N 7 0 ai N CD CD LL C J W J LL LL d Z m-6rn Z N Z Q J ILW��6_j6' m Lu M N z O C) 0. Z N (h O O O Q d � J E3 V) 1 ^v o W 4-1 W V -� O W o0 N Ly N 3 Mrs P— (n C W J all z S L d ) y 0 O CO W w co coS J w Z o vi z z Q 2 W E zo oo >N ¢N Q E O Wz zp o !m —CL �0 �¢ o¢ O E N 0 O i d p wo a z 1z to Y U h m� 0 o Z H m Q W 7 > Z < O U N O 4 W W a W p O < � > o a OvE z¢ C o r N >(� rn (` Q f— v_ 0OCo t— �_ � 0 rn U N O CO V , ca Q _Q N O 00 N 1O 00 c) N CM L j L O a� E w ^ 00 o z E (D (`u CU IL E a 0 U J Q 0 c —t JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. 14.1 rn 3 -v v v Cr Cn 42 cD 0 0 J 0 O I ID v cn O 0 J 0 I .tr 0 cn 0 v+ 0 `) a E E 0 0 v i tZ E2 U v 0 m a 0 0 O J N yam+ O CL J The appearance of a company's name or product in this database does not in itself assurethat products so identified have been manufactured under UL's Follow -Up Service. Only those products. bearin t e UL Mark so Id, be considered to be Certified -and covered under ULs Full w-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 entlrety 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 roust include a copyright notice in the following format: "@ 2019 UL LLC". UL and the UL logoare trademarks of UL LLC O 2019 All Rights Reserved. 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 framing (as indicated by dashed lines in sketch). As an alternate 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. 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 Shaftlinerr` bS,F Thickness: 31/2" (Fire) 113/4" (Sound) Approx. Weight: 9.5 psf Fire Test: WHI 495-1290, 11-15-94; ITS Design GPtWA 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 an alternate nom 3/32 in- thick gypsum Veneer piaster may be applied to,the entire surface of Classified veneer baseboard with th'e joints reinforced with paper tape, 3. Nails — 0d cement coated nails 1-7/8 in. long, 0.0915 in, shank diam; 114 in, diem heads, and 8d,cementcoated nails 2--:V8 in. long,.Q,113 in, s4ank diem, /32 in, diarn heads. 4 Gypsum Board* —5/8 in, thick, two layers applied either horizontally or vertically. Inner layer attached to studs With the 1-7/8 in, nails spaced 6 in, 0C, .Outer layer attached to studs over inner layer With the 2-3/8 in. long nails spaced 8'in. CSC. Vertical joints located aver studs. All joints in face layers staggered With joints in base lagers. Joints of -each base layer offset with joints of base lager 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) ToughRock 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 Yz-in. (12.7 mm) DensArmo'r Plus Fireguard C Interior Panels or !4-in. (12.7 mm) To ugh Rock Fireguard C gypsum board, 3. Steel Studs: W 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. Cut to length Yi-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 = _7. OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA b.. C 2 Hour Fire Resistant Soffit SCALE: 3/4"= V-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. 1 Hour Se ration Wall *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. 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 a.%0A O L. W ++ }s u" d N O a- N N G -n1 �G N W cc ti• � d A vs o. c A p O� 6� 0. w > � ����� j •CLCN _- '� s^' •'�riv�� ;0_1 `��`• 0 ttf. ��•�, , � a°7. ° n i ie..te" w� s_Olt, �l 1 `^' iyy'qq�aa aN\\�� / 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. N W �E 0 M e 0 (� o m o n 0 Y b N 0] R 21 # � �In �� N cnJ N m v # "- Q C LL LL In J ' (1. iY i 13 Z _ -C Y 0 Z W i . 0 CN cp O 02c, m Z X M Z Q J LLN LLW O U d 0 W 0 cn ❑ ❑ M � N M O Q c>r , E3 M Wv) z °(D4 W O w 0JAML 0 N i— w s✓ N N Y O ..p ti o c w M co �< o Z a LLL E Z O oo ) N <N p E CJ wz zp o L Xo Q oO U O E ON m It K a p ao <o o z rc U) z o m� o o" ZWm c Qw �z a no 7� 1� > 8� g a Z N W U w¢ � Jo CD 10_ c •0 T >M 2 L r rn m rl I— O O r r— CO ol`O :3 O d cr/� dO�' Y Q0 �/ / m CL 4-1 4i2 N H0 00 N LO o N co r o I j LC� CO Cn CD I - OD c 4 Z M Z 3 in E cc o U J Q C -� JOB NO : 22-09474-09471 SCALE : AS NOTED SHEET NO. 16 8F8-0B/1 T p. f>'. p,, O O O O O O 8RF14-1B/1T8RF14-013/1T 8F16-1B/1T © O 9 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-112" CLEAR l W C.M.U. Urn In �ryX J W(n0Z pia,_, 0 U) J Q O W N w vi i 5 REBAR AT BOTTOM MIN. (1) REQ'D nLLon 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 nE O O •. .�. .�. O, O O O 8F20-1 B-2T O O O O 8F24-1B/1T 8F24-OB/1T O O nE SYMMETRICAL I fE) CE� UE SYM TRICAL E MIN. I I MIN. (1666) (1666) nE 1ST FLOOR LINTEL PLAN SCALE: Y"=1'-0" (1787) G N O C l0 L! N OC? ++ C 6L- a _ W:cm ,.. ae ,= w o s W CIA m C � O �4sa t _o }tLU LU yeCZY 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. U) W a v E 0 ° C 0 y C? N 7 u7 c0 # �Mv�2 M Q 13_ # W N S J C J 52 L- W —j w LL o w °- Z m c ,_ CU o Z W _ a �'�N CO LLW��pjO' Z Co w L `� Z0 a J ,^ N OU o Z W ❑ ❑ CD Z N ch O O O z z o g — ra-Pi In Pi yzy�� 00 Nl U., 0 N , ^ v ' W o Ly N r ZD r- U W J H _ p ,c N U o N r— Z,¢ O � ¢ w Z M M w o Z U— Q E E Q ZO 00 } N ZN 6N Z Q I— 20 XU �� UO � O C O L N L d p woo Q Ow a Z w� r 7 ru VJ o ¢ O� �� m F o or QW Cn a o< z z o g Q- a �w U w o. J z ¢ =3 Y O O CDaF u; 5 OU V C 2 T rn > 1 N Co C9 0 (� `v 00 T CD O ¢i c0 0 0 O C0 V J m Q _Q O 0 N Lr) + O O O N CM O Lo L 0 Cr)T E c 4 r- 00z m Z E (.0 U) c`u 0- E 0 U -1 75 Q c J JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. L-1 POP 3 L 0 v (/7 0 a 0 I 0 J c" O) 0 I O I N / v N 0 0 4- J O) 0 0 I N IU G C) / YQl L QN O N v E N N E O S L.. v c J N ti U v c v 0 a a 0 U J LZ N O m 0 0 N O N 0 Q v N 0) O O O O 8F8-1B/1T 8F8-0B/1T O ® UIO"' O O U O 8RF14-1 B/1 T 8RF14-0B/1 T O O �fi° O O O O 8F16-1B/1T 8F16-0B/1T •O-, © O O O o o 8F20-1B/1T 8F20-OBIT ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D `, 1-1/2" CLEAR w Lu C.M.U. 80 U U) U X p m ~ V` w J N o w U) u 5 REBAR AT BOTTOM F¢ L �� MIN. (1) REQ'D 00 LL H 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 a" ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION '13 O O O O 8F24-1B/1T 8F24-0B/1T O 9) O O 8RF6-0B/1T •'O,° O O 8F20-1 B-2T CDo SYMMETRICAL (1666) 2ND FLOOR LINTEL PLAN SCALE: Y4'=1'-0" N CV •" U 7 w O o -p DO X - N-,tII..O a- N C'M_N Y 3 c 3 � L G G7 G �O a� a C14� fl to �"N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E 0 a 8 C N N N W 7 [O 0 C � N O 4L w U)N M V J C J LL �"L HE (6 O � -C (6 Z $" O �' O (6 (V O O W 0 o2�a, � I W U w Z Cl) Z Q O Z N O U U W ❑El o z N z o� J r M In a VJ o 4-1 cn LL t'>3 W 4r U 0 w o to c � O c W � •.. f— — — MIN lr � t � Q 0 N ti O COLro J Z M M o z -J Q E oo ¢ry E z Z© ❑ a Co 2� X U 0¢ 00 1, o. O E N n z ¢ a z N i o � ¢o J m0 U ro - z 0¢ O U .Z y O O o� (3) 6 W C') � OO c` z �00 a O O z¢ a OUP T m C' N rn c� CL W 0 r L -1Cfl CO -c 0000 r 0 1 r a d.• cio Cfl O U)U O Cfl m _Q O 00 N lO ° C:) O O N ZD T Lo LM < CDr E ? ' z Z E a E U 0 Q pp JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. L-2 'DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" 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. �7A TRUSS USSES (2) 12D NAILS —} AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r SCALE: 1/2"=V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) W/ MIN. (4) 12d WHENIT BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 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 OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2)ILSWHEN SIMPSON HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH 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. �C 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" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg g 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 ALTERNATE DIRECTION TYP. � w CHORD AT ALL HAND FRAMED AREAS TYP. ----/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 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 �C it 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 a@ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT (2) SIMPSON SDWC15600 SCREWS PROVIDE LAP �° F. 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 <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENETRATION AREA W/ 2) 2x8 SYP #2 P.T. FOAM. DRAFTSTOPPING0 LEDGER ATTACHED TO SHALL DIVIDE THE MASONRY w/ (2) ROWS CONCEALED SPACE INTO 1/2" SIMPSON TITEN HD, APPROX. EQUAL AREAS. MIN. 5" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. r 1 �\ /\ r\ /\ A \ ■ \ 1 .� /\ T 1 /\ ■ 1 r\ �— \ IT �� ■1 1 /\ /1 ■ ■ / A 1 1 / — w \ SCALE: 3/4" = V-0" L SCALE: 1/2" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" x 6- TYP. O O 1 O O I SPLICE O 1 O O 2.0 SPLICE BEYOND 00 PART. ELEV. VIEW F", n r n.. DBL. KO. BLOCK MIN. n MIN. TYP. 0 D � 24" MIN. (2) 2x8 P.T. ATTACHED (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. V�I 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 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 TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT 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 MASt SEE DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1'-0" yON_10A -rnGr.tAILS 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) a"x3" TITEN2 SCREWS @ 16" O.C. TRUSS ROOF SOYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-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 ISEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) —.--- (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE \ RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDES CVER PARTY WALL STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH RG. FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 S TEM AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 — 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. —, W U IL COtl f 100011000001 0 G 0 0 0 I X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. 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 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 DRYWALL NAILS OR DRYWALL \\\—SIMPSON SCREWS 7" O.C. EDGES. 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 TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT OBE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE —STD. 909 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA <_ 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. TOP CkIORD g \—DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER �R-3 MIN. INSUL. PER. FBC. '—""-1/2" GYP. WB. TYP. "S" MORTAR (TYP.) U Z J �a- ca N �4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) T (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 01 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=1'-0" PRE-ENGINEERED FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED; SEE PLAN TOP OF PLATE "—TOP COURSE W/ LINTEL SEE PLAN 4 SEE PLAN TOP OF WINDOW WINDOW PER PLAN 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 JP OF SLAB 0'-0" F.F. oo VARIES WITH o SITE GRADES SEE PLAN CV T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 N N 0 N � C 0 U a' LW W O O = mg — m Q W<V =� _w� to d W EL .. cc y o M c cv c � ca, CD w "!,A S L 1 V M'd Q . . ' � A F �'�F ��`rMCS � cen•°^gyp � ��.�'.. A To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 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D1 1 I 71114 T O 0 0 J r N 0 00 O d N O N 0 Ln m B 1 G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1 /4"x2 1 /2" S DS B2G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS 9'-4" 8'-0" EXTERIORWALE —1 lL( l I ll1— SECURED PER NAILING SCHEDULE 1 D2 A 2" TITEN HD W/ MIN. 5" EMBEDMENT SEE SECTION A -A FOR MORE INFO. r� 2 PLY 1 3/4" x 16" LVL (1ST PLY WOLMANIZED) LEDGER 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 (9) 2" TITEN HD II - All All All I I II 20'-0n DOUBLE KNOCK OUT COURSE A- t7 ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER ® ❑ a 18'-8" A MASONRY PARTY WALL, SEE (6) Z" TITEN HD / PLAN FOR FILLED CELLS INFO A SECTION VIEW 2 D2 B1G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1/4"x2 1/2" SDS B2G TRUSS USE: • SIMPSON HGUS210 W/ — (62) 16d NAILS TRUSS CONNECTION SCALE: 3/4" = V-0" 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" = V-0" MASONRY WALL SEE FLOOR PLAN FOR MORE INFO - LDO D2 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE TB13/D- jdk VARIES W/ ROOF SLOPE E7—Flo PLYWOOD ROOFING MIN. 2X4 #2 SPF P.T. CONT. W/ (2) 1/4 TITENS SCREWS AT 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXT. WALL SCALE: 3/4" = V-0" DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER m s m 2 PLY 1 3/4" x 16" LVL (1 ST PLY 5a' 4" 4" 5s" WOLMANIZED) LEDGER 4" 4" 4" 20'-0" "v oao ®® - (4) Z" TITEN HD 7 8 A -A ELEVATION VIEW n�o CM ce am N o !— co o C W C eo:`i N — m N <O 4W Cv ca w Zj a 7 y 61 9d'•� T c E ea p w 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. U) W �E 0 a0 co 8 6 C �0 $ C ��� N tnr�� N rNi 0 N � J Q J LL W - LL a _ w c," n 13 Z � 0 L N 0 _ O W° ] �N Y, W (n�4jO' m W Z N Z Q J Lr) LLW N O U 0 Z 00 CD M � z N M � O < N zoo J N c� U) Nn, llzrn� �O W1 ' V O L T Cn W � 0 N c l1) V U ... — a 0 U o N !! IIi c U)Qlz,° o � Q co C W W M 03 Z Z a J aE Q p y o�Z< z® 00 — 0< o< S 00 N t oz Woo < d z L (� CY z m 0 o O, Z U � m Q W to J N 3 a 8 z z g° SON CL 0 az nw v WLL Qo oz Ik �3 o << �o CDnj v zl< a= ° 3 .0 r >M 0 p r- L J O 00 coHO `v O T OLL Q ^� c5 " O _o � � N ~ O T- N LO C:)o c o r�' N 0 M �-- p Lo LO C) r N E T r-- 00 C O Z Z N E (6 0 J Q 0 C C J JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. D2 v+ 0 V) 0 a 0 I 0 J rn 0 rn O I N i 0 0 0 J 0 I 0 I N Cr v C i o� Q i v a E N N E: 0 x v c c a t7 0 U v 0 v N U 0 Cl- rz L 0 �o J r7 N 0 00 0 0 Cl- 0 N t[ a3 0 m v 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. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS WHIRLPOOLS SAUNAS STEAM ROOMS BATHTUBS AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11, GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET 914 MM OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 LOAD F PLF N THE GUARDRAIL AND A SIMULTANEOUS LOAD HORIZONTAL0 0 50 0 H OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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-1-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" 4„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. SUCH AS SUB FLOORING AND 0 ALL PLYWOOD USED FOR INTERIOR APPLICATIONS 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 THE 0 ET F CONCRETE,SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE S WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. N MBE TIED DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE CONCRETE EMBEDDED 0 SUS 0 US 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 = 285 PSI 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. FB -R R31 .7- T provide for inspection for termite infestation between wall covering and f al earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - 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 - Cgrete oyerpg and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%$" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: S ALL HEADER, BEAM ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM S, AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. c 0 C%4 ' G W L +� o fi C R� M M o a .�-oo ego >Es= y o..ra >r wc eo H Ec cv o .tea < g �$W U e O T 40 00 <Q C. S 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. N W a01 'I E 0 M C 0 y 00 N a0 N N ti 7 ,n a M MJ 0LL , LL w a LL _ a Z C L 00 f0 Z C)W 2 N D Q' LL IL0 � °' . m w Z < N O U W ❑ ❑ M UrIR zM � N th _ O 00 Z N z o Q J r3- tIJ In M Z v O t a-1 C6 (/� w O V) w o c w e- M U w L S LI'•.. 4m, N .4 C:,w co co co z z o s z z Q g ILL. Q E � ZO � }q Z© oa K O 0a O U o, _ N � o w $ ao Q w Z �H i 0y mo C!J C C U 0, Z C,) m o aw U,NON Z a0 o `< >° coz5 o 3 c .s r >M _m m Q r 00 (oCr -� O 000 O ^O ai T LL -It Cfl 0 0 O N- V J 00 Q Q O 00 N LO Tp OO +_ CD N Q r o U-) LO O r E� E c 00 0 Z M Z 0 E CD to c m a E U Q 0 JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. SN 3 E v Cr 0 .0 0 I 0 0 J 0 I C> 0 I N / v 0 0 0 4- 0 I CD 0 N i i v V V) 0 a 0 Q 0 0 E F�— Cn E 0 L v c c J N U 2 U i U a� 0 n i a C 0 •D J ti 0 oo v a 0 N 0 00 v Q r 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II IT *: I:[I:::: I..I....F .........I.I...........:. I.I..... ....fIT-.!�....... _'` .fl.l............stxq::all..... I..I....::.. L.l......... � ... ..... — Imo......... I. ..... I.I........ .........l.l..... 16GAx1-1\2" LONG (3/4%1"" CROWN) j I: A�: .:.........I:I.I: I..::: STAPLES @ 6" O.C. VERT BETWEEN L.L MAXI'. I1 ....... 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:—) 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'-01, TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" `i - 0.0 STUB -OUT FOR 1'-O" 0 9 0 GAS METER O r o � d• U O r N 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r FILL CELL STD, 90° HOOK BOND BEAM w j STD. 90° CONT. #5 BAR CONT.5 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 CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND i I SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGIfJI -MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" ma x• 4 max. A Clinch nails when possible J 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit Leave 1/8" a between to of filler blocking and bottom of to flange. 3) g p p g p2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange ctst. Birdsmouthuth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --\ DO NOT cut, notch or drill flanges Boise Joist Blocking I lsa 3" (10d1 nails at 6" n-r.- QY/ Provide adequate bearing for each lapped joist. 90dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST IDDIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer I t Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J beam below Load bearing wall must stack over blocking and wall or beam below.* - - Joist When joists meet over wall, provide IF1 3/4" minimum bearing for each. I -Joist can be offset Web Stiffener Fastener Schedule Joist Bearing Location Series LEnd Intermediate 0 BC15000s -Depth 9-1/2" 2-8d 2-8d 11-7/8" 14" 2-8d 2-8d I 3-8d 5-8d BC16000s8 BCI 6500so 9-1/2" 11-7/8"; 2-8d 2-8d I 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90so 11-7/8" 3 16d 3-16d 14" 5-16d 5-16d _J 16" 6-16d 6-16d j Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. -I, kMAMIIIIIIIIIIIIIIII M 7=ROUND 6„A1 2' ROUND HOLE MAY 6"DO NOT CUT HOLES BE CUT ANYWHERE INLARGER THANTHE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1" 8 TLC' 'I' -'I" 4'-Z' 'f Z' 1 3' If -3„ `["-T' 4 -41,. 24," 2, " 3-2' 3, 7" 16. joist 12 1,-0," -1 tax 1 " 1=2," 1'" 2 3-2 3'_1,8,"'," 5'_7. G-4' 7 2" 20 1,," 1,_1," 1, 1 2,. 2 3'-0" 4'-t?"'-1 S'-11". '-11'° 7'-11'" S'-11x" 1'-3," 2,-," 3.-7," 4-9' ;51-19' -r 2' 8'-4' 9-6' 1�7'-9" 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. 1%" 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 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N7.S JC SIMPSC w/(22) NAILS 1 5/8" 0 THRU BOLT SIMPSC 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 -- - - --X e 00 FINISH GRADE Backer block (12" wide min.) III —I I ITI I —III — -1 I I Nail with 10- 10d nails.I—III—III— Install tight to top flange. SLEEVE THRU STEM °' °. SEE PLAN FOR �• ° . • • FOUNDATION INFO a_ d STEM FOUNDATION GRADE \Filler block. REINF. SEE PLAN \\ Nail with \ �� 10-1 Od nails. Backer block required where top a d d mount hanger load exceeds 250 lbs. Install tight to top flange. d _I, ,IIf, ,III, I 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner 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 e � T�depth I I I i ono o I -JOISTS BUCKETS N.T.S. �A/C CHASE 4" PVC— (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2° ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE - d .. d dd d I —III —III. • I I IIII� � l r SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE e q Z • d co � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE dd e� e.o � p CAI CO C-1 N •- m x � cc co ova a is ai a� > s� C �o 0 a 90 •`� �t A4 °: .� Off° m Ca �, �Q.S.-,i0 �\V � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 0 0 4 co8 O N � o C:C m IV y N O U. Q J LLB 1 up d Z C: °' Z L S2 CD Z i . @ N O � O 020, W m Z co ZLL Q J Z N do v W ❑E] V M N CJ 0 0 o � N z o � J - a M In Z a U (V o a-J u, (6 W u Ow g Vv1 (Z r— U J e l U o rn ¢ O ° O, I�N o w Mw M o Z z < 41 J f6 E O E OO z o �'z wz > N a z© oa CU O E Nco K 216 O�¢ a= U U '0� aZ woo Q �w L C%J p < O� �o m 0 0 OZF >Z N �� aw �W cn N Q O 2LL< w w go a w F T U Q� ow _ �� o w¢ �o O O d' z¢ a 0� _ o T >Cn I a � m CU � H 0 0 _ CO n 00 r -c C) 0 a � Coo 0 (� Cfl m Q Q CN O oo N IO y--' -� O O Q � 1' N r O in.LO M Qr O C)� r ai 2 r- pp o Z Z E a E .. .o Ca U � Q Ca = JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. SN-1 PASCO COUNTY v 3 0 cn� C) 0 I 0 0 0 CM rn 0 I N 0 0 0 I 0 J rn 0 I 0 I v cn� .n / o, C a N 0 i v a E N E O 0 v a C 9 LZ GJ U v U U 0 i 0 U J 17 N N 00 0 0 a. N 0 Go 45 m v FOR UNDERLAYMENT 2x #2 SPF STUDS _\:E� @16" O.C. W/ (2) 16d TOENAILS T & B V f 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 3 1/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE N COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS (TYP.)4111-- CHAIRS TYP. M WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D A SHINGLE ROOF, SHINGLES TO a ' BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM IiI I —III I I D III —I ID3161-CLASS /1161ir =- F, IN ' I-1 I - 12 ACCORDANCE w/ TABLE -J "I=1 I—III=1 1=1 1=1 1=1 11=1 I=1 11=1 1=� (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING '-III III=) I I=1 f =1 -III„ I I III -III I I -I I' CODE 7TH EDITION (2020) 11111111111�1111111g111�l111=11'' 8 RESIDENTIAL ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE 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 CO TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11' °- NOTE:EXTEND WWF OR DECO FINISH 4" to 6" ^FIBERMESH" IBERME BELOW GRADE 00 1- 6 MIL VAPOR TI D _1= Z - BARRIER I I , D I III I I I COMP. SOIL. (COMPACTED TO 95% Ell I =1 I I=1 I 11= MODIFIED PROCTOR I I I 111 : 1=1 I I -I I III ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5)/2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z ^M a. .ITI-1 SEEA/S3ORJ/S6-�1L1111II�III„ FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW') GARAGE DOOR SLAB RECESS J 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. I 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. I I (IF NO UP LIFT ON I WALL SEE GG/S3) *SIMPSON SP1 I I w/ (10) 10d NAILS �, TYP. 2x P.T. PLATE ASSUMED FINISHED I GRADE MONO OR STEMWALL z FOOTING MONO SHOWN 00 FOR CLARITY - - I I a — z �u: ail ;I NOTE: j *FOR BEARING WALL W/ UPLIFT ONLY -- I i I I = II - _ FRAME WALL T A 0 C.M.U. WALL CONNECTION rD� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° it GRADE 00 = F_I I FEI I _I I I_l I 1=1= a - . - - -III -(1) #5 REBAR w/ OPT. ' 1=111=III =1 11= 11= 11=1 11= 1 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS A M ' C'\1 ° °• r -11 IIIIIIII •'.: ;. I 60 I�.I I II I II I , I' 4111� r =1 I k 1'II111- I n � .. IIIIIIII SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST 9RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E D D —T= 6 MIL VAPOR BARRIER I D 'lllllll • e. 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 e „ 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 @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. ZZT J zz J1/2" 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 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.)I NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOINSULATION PER CHART ON FLOOR PLAN MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THESIMPSON SP1 w/ (10)10d NAILS r STEP, SIZE OF FOUNDATION AN "? ELEV. U-0" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT2x P.T. BOTTOM PLATE A.F.F. x 6 W1.4 x W1.4 INCLUDE THE WALL 6x6W1.4 x W1.4 2WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH ELEV. -0'-3 1/2" 31/2"MIN. 3 1/2"MIN. A.F.F. 2x4 CONT. n " _ t o - b ° 31/2"(min.)-4" q� _-IiT=1I_Irr'' 1/2"(min.)-4, I C14— — D ° =1 II I F.Tr I� ' — — — GARAGE DEPTH VARIES " 31/2"(min. - 4" T I =1 I I I , I I- 31/2"(min.) - 4" =1 � 1=11 I - _ : �� 1 T- -I 11= —I I — =II ,;,III_,llll_,IIIhI .rill-'' (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. U.N.O. MIN. �'� U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL C TYPICAL BEARING WALL @STEPrcC WALL" SCALE: 3/4"=V-0" SEGUP� �\Eo 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE " " 20MIN. LAP 124MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLEDJ. BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] T #5 REINFORCING BAR R 17/8" —� IITII III III I F-N z #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 11f III,;,IIITIIII�II tI�II,1T1=1 4" 1'-4" 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. 2HOLD GYP. BD. " � 1/2" FROM SLAB -1ln _n J CONT. BEAD SEAL4 INTERIOR -3 1/2" aA . CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E: M 6 MIL VAPOR - -�� BARRIERI 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 6x6W1.4xW1.4 WWF OR FIBERMESH co . A . -I t K S3 V REBAR DETAILS F SCALE: N.T.S. 13 SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D LU co U g I-1_TI=III—III - '' -III-III ITI-I ° (2) #5 CONT. =11 ICI I I ON 3' CHAIRS 8" 11 (TYP.) 8" 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 ; . D I —III—III=1 �f- III III=T=III—' r 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W IA x vv IA WWF OR FIBERMESH �d ° SEE PLAN FOR • TOP OF BEAM &LAYOUT DESIGN a - --� ° SEE ROOF PLAN FOR STRUCTURALr - - - - a, : °00 (2) HTS20 BEAM SIZE & CONNECTION INFO M 2x4 P.T. PLATE a 7/16" O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ TIf" -MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR A w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING I I FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD d z IL SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. w SIZE VARIES PER PLAN Cl) a j w/ MIN. (2) #5 VERTICALS 00 z GRADE FILLED SOLID (SEE PLAN FOR �_==Z. L" w SIZE AND REINFORCEMENT) = _ -I w -_III U BRICK PAVERS or SLAB PER Owcwn� O o = • a • • - z_ 0-0 FIN. FLR. COMMUNITY SPECS ILL.- _ " a LU 1 SBEYOND PAD REINFORCEMENT—/ rprpp� � irrrrrrrr CLEARANCE A.4r i i\�% �\SEE FOUNDATION(SEE SCHEDULE) • • \\\\CONC. PAD SCHEDULE TAPERED COLUMN FRA INGKCD12 PATIO COLUMN FTG. DETAIL � �N e� d -r� 9 W 0 N COP '. CL _.. �. F_ C ,p _ c' • 3 es ,ff CC v �._Wd = E as n o g ��®� �4c,� SStQ 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 0 a 0 CO a) n 0 °' F0Nf N rn l0r-0 N v 252S$ rNi M LL 5 LL _j 5 a °' aw U) z m _ y 5 o L-o o Co " `° 0 W og W U5 °' m w LL z L0 N Z Q J ;n (V U 3 o z W z N M 00 m N z o a J � LI) N a� N z CD o (10 LU U m 0 w o to F- U) wra C3 r - — E mapW J I L Q I U ) C Q N M C> o w M M o 0� z LL_ C6CD- E E oo wz Q� z© 0 a o wz wz w � <o m0 o U) 0r U °LL Z <w p Q K a O 0- U %0 W , � aLL =� 0z 0 a z 03 a o � .N N M ~ a� m co 0. o 0 _ 0 =3 O a r 07 cfl O O cfl m Q Q O 00 N LO o N � r p Lo LM E n 00 z co Z E CO ca a U _j Q p JOB NO : 22-09474-09471 SCALE : AS NOTED SHEET NO. S3M T—T :I _TF n n. _ h. i 3 Co 0 0 O J Cn O N i v Co 0 0 co 0 d- 0 J m 0 I r- d- 0 I N i v cn� 0 i a CV CV CD i 0 co a� 0 0 0 J U �v U co U 0 n 0 v 0 LZ N 0 L 0 00 0 5 0- N N Cn 0 Q m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARETT ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 112" MAXIMUM INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" ` GL DOOR OPENING DOOR OPENING LWJ 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 34 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. ` SINGLE 2x CONT. TOP ` PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 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 Etu 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 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. L—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN EXTERIOR ❑ Fil ❑ WALL CLEAN -OUT A WALL ❑ El ❑ SCALE: N.T.S. S4 E1111 I ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. 34 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 Q a a a d a as 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 NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J \ Q LU FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR--__ WIS GARAGE DOOR ROLLER 011-11 CONNECTION ASSEMBLY ..,.� GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK a e a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 3 1 /2" - S�cFp�gOly N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE roP a zARAG E IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S.QS4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 34 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 # SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. �S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION NU\ 2. P 11 SIMPSON SP4 EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LOCKING W/ 2-16d TOE NAILS FBEACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) cwj O/C FIELD 2x TOP PLATE /V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) IFAmCm���9]Ti9LHGZi1Ijl 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • s�B,, SPLICE STAGGERED • N r (M/N/ - 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+^ F= 2240 LBS Jet SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION J/SS ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 LINTEL SIMPSON SP4 SIMPSON SP4 SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE F 2X BLOCKING I I 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. 34 N N C 00 tV -o > W - F— =o N An y[ Lif.D N 3. CV IV G 43 m 0 m U_ to =,.—d 1a N Q E � v 4 (Cpmmy* p p9 ipt 57C��dJ�f Y Si '.. :w Too o L. O A�"" To the best of the Engineer's knowledge, info nation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E O 4 M 0 0 ci N o c N CA � m � 0 = �� a O N M # u; C J L1 Uj U Lt w 5 D a'Y m � � to C _ .cC°o z OA. = '@ r- (O C) 0 WC/) m w Z N N Z 2 J LL IL Z OU WIR M � z N M 0 0 Z N z o � J r Q) (D 0 (D 4 M w V O w o ul wa U m i...... JE vim \J O N Q N o 0 N m 44 o Co w M M m z o S z z < g_ o E U C'0 t— _ X U a� U p V 0 oQ O E N o Z m C Y o 0, N J U N m F� Z Q W �� Sam Cl- p< dO U �0 _ C7 a= C9 �O O co wF ow a = ° C .o T > C6 m m `m F— O n = o^o f OCL Q C ''^�^ O C.0 v J m Q O oo N `r' rl- p NO �O T O �j LC� O T— ai E w i ^ 00 E o Z CID Z :3 v; E CID c t] E U J Q J JOB NO : 22-09474-09471 SCALE : AS NOTED SHEET NO. S4M 3 Cr GO a c0 0 I 0 0 J n rn 0 I Cr O 0 I 0 J cn CD 0 I n rn 0 I N i v 0 o, Q O d E E `v c c J LZ E2 0 U O U U a� 'o i a 0 0 J LZ N co 0 a CV cV O rn 0 0 Q m v to SIMPSON HGAM1( W/ (4) 1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± Z 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#21" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)1Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS OSB SHEATHING ATTACHED 10dX3" @ 3" O/C ATTACHED W/ (2)16d TOENAILS w/ 1Od NAILS @ 6" O.C. LCORD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD7 EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 10d 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ,,-1/2" CDX PLYWOOD OR 7/16" @48"O/CFORTHE ��� �� (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF • �� • �\ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 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 x WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. I Lv INSTALLED PER MANUF. x @ I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT W/ (4) 1/4"x1 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. 1/2 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 10dx1 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB S E CT I 0 N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) W/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x INFORMATION (n 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1%1 1/ (2) 16d NAILS WOOD TRUSSES `� 00 2"x4"CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (@ TOE ATTACHED W/ 2 -16d EA. NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL = (D - 0.207", L = 4 1/2") 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 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-011 S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. VVIV 1 IJL(ll \IIVV 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"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL) lL BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ F 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION 9 FE-N, SCALE: N.T.S, S5 MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS 1/2 CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL BRACE ATTACHED W/ 10d NAILS @ 4" O.C, TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER MATCH BOTTOM CHORD SIMPSON SP2 w/ (12) 10d ( DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z LU BRACING w/ (3) 1 Od x 3" AT I _ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" 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-^ ^ wlv I . u�nnuv� - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMF'SUN 6H2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN d w C1 w 0 O 1 Z O W m o a c0 :t o , C3 w o o X o O X Q ----W o I X Q NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C2 e� 04 Cj >� C 3 mow© r- cm C fO Cam. C-4 m x C W N _ M a N -"N Q C6 C ✓ N � �r� d o a U 3 ..& N G a C i= o �1 Cj Y C, Uj Z S 4Ak 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. N W �* E 0 cc, N 0 N m a) y% W N G ��W a) J co LL - Lu — o Y -o o z m c E_ mo w o W 5��`° o W Z Nco Z a IL��c!, . on uj z N 0 U v V W 1:1� M Z N M 0 0 o z ry z o � Q U J 0 M nl.n, z v Q) o �4.1 LL LU LL, O w o to c w rn wa inLL, L ti co zo 3 -> W Z z od E E = o w� z <o zo " ❑a co CL 20 X U �< Up U g< O E 4% z ¢ a z W L . � �,Y � p = 0 mo o, Z _ J .o >Z tin Cn `�'3 c a ZZ g 0 son ai Q 0 LL a z In w Im U yz O O ¢¢ 'O a cc, .5 v � C .o T rn N M > 2 N N (0 rl Q O H- �� (3) 00 r— L J CD 00 T � O Q Co '^ U _o O Co VJ m Q Q • CV ~ 00 LO }y T o O O r T L j. Liz co ai E r 00 0 Z m Z E oco `m FLU E _j Q p JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER P\ = p I 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER / CHART ON FLOOR PLAN---- NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENTRE STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER � w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD J � w LAYER 1/8"THICK. INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT - OR FELT PAPER FOR - MOISTURE T � BARRIER FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT = a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE C E a. . N �' A .O FINISH GRADE ` \ d. dd I —ICI ill —ICI —II 00 ' I I —III —I I —I I III ° I I �I 11_I 11=_I I IT _ 6x6 w1.4xw1.4 I I—III=III=III=1 I I I a\° °. =_ 1=1 I I —III —III III I I 1=1 I I —I 11= Z T WWF OR FIBERMESH _� I I—III—III=1 I I I °III —I I —I �- -I�- 'RP=I 117 III —I I=1 I I —I II I I STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUDf 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL-------" 1'\ SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION -END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSc 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 = INSTALLED PER, MANUF, U) 0 SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING :� ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. y SIMPSON HETA20 w/ 8 10dx1 1/2" 2"x4" CROSS BRACE @ 48" ( ) O/C FOR THE 1ST Z-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1V-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. ::�X ITYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH °. Q .d d . A °' - I �_=_T- =1.° 1=1 I I 111= —8; il]I 1=1 11= -$III — III- 8 (3) #5 CONT. ON 3" 1 III —III —I i—I CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. 15132"OSB EXPOSURE 1 I x II SHEATHING xl PROVIDE BLOCKING AS I II REQUIRED PER II D II SECTION X-X IF i NOT FULL HEIGHT SHEET I C II II i I II II G FLOOR SYSTI M (2)- 2x TOP PLATE BEYOND I TF T _TII 15132"SB EXPO UR EXPOSEI � F SHEATHING Lu Lu II II II I SOLID 2x Cn III G III II II II I BLOCKINGSHEATHING ALL o G co EDGES (SEE III OPENING IL J SECTION X-X Lu Q. III G III _x;jLIII �W II III x 117 1E117 2x STUDS W _ III 1 III II II II BEYOND. SEE PLAN o III I I I II II I II II I I O II Ll -LIILj -11 A 2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL sra.. SPACING 3/4" S 112" S 1/2" I-- S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" 0/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu - PENETRATE SURFACE MORE THAN co co ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL p © 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 w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. a O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J Lu O O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER O in 0r 000o w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. v~i M LL co H @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL N w O O MEMBER IF GABLE END c c NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION HEADER SEE PLAN jf(2) TERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE NFR�0R N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-O" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH C .. a. .a n d a .d I� I ,ill I I d d�--d —I j (j-111 (3) # 5 REBAR ON 3" CHAIR 4 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) 1 (2) 1 (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 718" 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 — 00 ;IIII;' C:1�� � @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. e�m cam 40 ® .o m -o 7 W CD v ah NO fO = y N N O (p Q — eq 3.2 W ao CD > E = c a� u ._ Q C= 3 ". _ �Q CD C = U cn A s7 w C. E � o a U w ,�.F:�e��'c"e6�tet�i�p � ' 1 J /r 7. •, lit 0 `A,41FClPc��®t`� �\ ` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W V E 0 O M 8 0 V o O m 0 co(D N OJ C?FAW = M 0r-� ° U J N S J Q -1SZ u W JELL d .L — a d Y m rn c L p W _ 0 W N Z Lq Nz d J ILW co rn 0 m w LL N O U ¢ 0 a p co W El El CD 00 Z N z o � � a J CL N M N z II (D (3) _o E W w 0 C5 U) c w U) YZ� �.. aim— _ E l = w 1 U a °� c U) Y m �Q o co w 2 M M ¢ p� z z 6 Q E o zo �o wLL z >� =� z© oa U � o w� (B — < & O O . U g< O E CN °- 0,a <o z r L rp QZ m� o J i aw Z z N UO� zzz o �U a) 9 a rn w ao �� � zF O CIOa a o. o p= o� V U c .0 T N N M i `•, N rn m CL �- 0 L_ J Cfl OHO CD d<' c25YCo m CL O coo r _2- ate j M CV 0 00 N T NO o O O r N co Q r C)LO CD O r ai > iI Z f6 Z _ N EC a U Q p JOB NO : 22-09474-09471 SCALE : AS NOTED SHEET NO. S6 SCALE: 1" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLU NAILED MATCH NOS OTHER TR / 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 IT BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD GLUED AND NAILED I 2x DRAFT I AFT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = 1'-0" V of ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT 4RS IN WALL I 2x12 SYP —~' BEARS IN WALL 11 —2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ X AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = T-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 4" AND 1" GAP TOP AND BOTTOM, GLUED AND ; NAILED TO STRINGER ❑ 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / ❑ i —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I --2x4 BLOCKING FOR 2x12I 2x4 PT UNDER 2x12 C- ROVIDE i MOISTURE ' \ PROTECTION LAACH ALL COMPONENTS / STAIR TO CONC. W/ a' X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4' X NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. \ / G-1 �--� SECTION VIEW 1IC" , \ � SCALE: 1" = 1'-0" TOP OF / \ STRINGER I I 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT 2x8 SYP DRYWALL STOP MUST NOT TOUCH I STRINGERS G E -' ` I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED a' 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" �--STRINGER SLUED NAILED SECTION D—D SCALE: 1 = 1 -0' -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC I I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS l i Ma / 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1,4/GLUED AND NAILED TO STRINGER .f`OR DRYWALL SPACING SECTION VIEW "E" E SECTION VIEW SCALE: 2" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOO1 ON DECK —2x8 SYP GL AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 I \ DRYWALL STOP NOT SHOWN STRINGER x OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACT V / I I (2) LAYER a' EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE OR 1 4"X16" LVL 2 X 12 BLOCKS, GLUED AND ATTACHED W/ 12d NAILS NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2" = 1'-0" :L POST LET INTO 3LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE \ITO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X BLII/ 2X STRING�R OCKING Ic PSON MTSJ2 w/ I 10d x 1 1/2"AILS 2 D OR 3�D 2X BLOCKING RISW / VARIES-,,,, ECTION VIEW "H" SCALE: 1" = 1'-0" Cv Ob w� L � � oa. A CV an Y� N N - 3 ►. •�' c�'i m � c a N � � a � o c U v D M 0�"'vv tU C�a "` ') t- .�� L 0 OF�SStOP�, �Aed��tlEttEC'�;��`��� 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 0- E a 9 oSO- .^ N ��� N cnmti�-° V) a # w N J Q C J W Ca � o w Z - o a r m z 3: 0 W m rn co m w z � N<¢J ZN O U < to W El El as z N _oo 7 W NN z O 4 Q o�N M NU) z U' 0 C6 W Um OL,❑ g .n V N Cn wa U of 8 IBM = L U o w N m co co J w cl:) z Z O z z a J W Q E E OU zo z ry Zo z0 o a 2U UO F— — O E XU ` aO O U O oQ ii z zN I=) 170 N < o 4 L (a Z O O, z J Z �z Cn <� o� =o a U Q �w U w� oz xF W o � ;w a zla ° 3 E2 M 7 2 m ❑_ O 0 r ^^'' J O `v C O^O T Q r CL _Cr c6 o a)O O � m Q Q Fr CV O 00 LO — + -0 Q O O -0 n N M d" r C:) CO co L!7 r CD E O 2:1� pp E o (0 Z E m Z c m a E a U Q p JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. ST a.. jiMA wrui.m, r�a�mTr r C" 3 v 0 .n 0 I 0 0 J 0 rn 0 I 0 v- O �n 0 I 0 J 0 I rn 0 I N / v V) i o, 3 `^Q'I N ` a E E O v c _ / N LZ U v 0 VI U i c 0 0 U J ar r7 N N 00 v 0 O N N 00 45 IM 0 v N /2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T TO PRODUCT TO PRODUCT TO PRODUCTAPPROVAL APPROVAL FOR CONN.APPROVAL t'//',,� FOR CONN. 1x4 FOR CONN. 1 X 4 1x4 P.T. ��-,"; 3/16' X 3 LONG FURRING3-1/4" '�� (2) ROWS 3/16 x 3-1/2 FURRING LONG X 3/16"0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/MIN. „ 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH „ MA 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS1x4 3" DETAIL 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 AP ROVA 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. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.C. 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 3 1/4" TAPCON (1 1/4" MIN. I Fll A -A EMBEDMENT INTO BLK.) 1/4" MAX iT 2'-On Opn 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A 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 SCRIBE (NOTCH) POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE 4" MIN. OF BRACE BRACETAPCON WITHIN 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 ARCH DETAIL 4' MAX. RAD. 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 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" PROPER INSTALLATION MAX. 8" #5 REBi (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS E111L NOTCH WEB AT +5 FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'h" 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 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2x e , PROVIDE 2 x 8 DIAG. BRACE BT PROVIDE (2) MIN. CONT. W/ (3) VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY--/ LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. TO BE INSTALLED 011 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - SCRIBE NOTCH BACKSIDE (NOTCH) 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT (MATCH TRUSS DEPTH TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. 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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS �— FILLED CELL PER FOUNDATION PLAN ,R YP.) THE :S UNACCEPTABLE INSTALLTION ®®® DO NOT DO THIS ♦�® ��. #5 REBAR (TYP,) 4P#a .®# �*TD. 90° HOOK (TYP.) o FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE BRIG WALL TYPE —�— j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I F CHANNEL, SS NAIL w/ 5/16" HEAD I FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW--L—V--J- L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (`*) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 1 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"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN i - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S FO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER i THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* i 2 X 4 #2 SYP SCAB TO SIDE OF 2X TRUSS AS SHOWN FOR O.H. UP TO 2'-6" O�FI�y * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. q + + G�FNOTN (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" F—----2r_ -1=-=- 1I1=1T_I=-1II gD. 1-1II-III=IITIII-II1- P, D III III III III 1�11 ITT =III=III- GRADE D .. D . D II I„IJ I- ° M D z N �D ' \ D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP EACH TRUSS CONNECTOR ° • SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION r SCALE: 3/4" = V-0" SS SFF fiHFFT I g ANTI 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: 31�+ - z 0 U_ 0 W 0 U) 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 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB TAL SEAT PLATE tTTOM TE: P SHEATHING TO OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" 0 C B @ FIRST COURSE -- — w/ (4) 1/41 1/2" SDS SCREWS F INTO BAND JOIST & (4) 1/4"x2 3/4" ®®® TITEN INTO K.O. BLOCK �41## k H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT a. a: FOR OVERHANGS BETWEEN OVER 1 1/2" tl CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° OVERRAN �. .' .V.. a 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. I�i�•$iY� SCALE: N.T.S. INISH FLO #5 BAR p 10 " P ° ° CENTERED W/ o ° 9 H IN TOP o KNOCKOUT / N � '• .; ° CHAIR BLOCK -- a MONO FOOTING SIZE AND REINF. PER PLAN °. AND SECTION DETAILS CLEAN FILL .o ° DIRT Z °. ° STANDARD CD 9(f HOOK N #5 BAR IN FILLED CELL, -r, , -r , sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. ETA AND STEMWALL SECTIONN DDETAILS SCALE: 3/4" = V-0" TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEI NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. DRILL 3/4"x5" MIN. HOLE FILLED CELL SET BAR IN EPDXY r—�FA 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. S3 C= co {� G CD y w o w G Li a ,v o 'Lf a N t C', Q N Y c, di wQ � _� • °' v d = E o a U _ze• �bit Gs'• CAL 'y FL(��' S S t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 'I E 0 M a o 00 O N (0 ��W N V 10 Cl " to co N S J Co LL Z Fqrn o n r mo z 3 w o W 0 � r- o LLW (�o� co Z � CO< I- ;„ N J O U Z u W �� M � z N M o o z S Q 4 V) z a o U_ a--J LU � m U O W o Ly N �N CO A-1 U w � J � Elf ( V I U 'o y LY Y r` N m o �Q � I� C:,w Cl) Cl) o Z J ca E o E OuCo Zo oo -� }ry <� Z© oa I'- (6 — X 0 �<, O O U 0= o = N a)L ao woo Q a ¢ rp o Y m O O C0 a) z I— < w Cf) 3 8a ao o �w U wLL a& ow r o w< 3 10 O v zIa a= o 3 o r co 0 CU O ~ /^�'' W J 00 `v OO H T C � U) o °' o +I � N O 00 04 L0 p C:)Q � r o N LO L[i O T E c ' mot' Z Z N E d C a E v ui U _j Q p JOB NO: 22-09474-09471 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY s s s ( THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK c 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 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 ✓E BARRIER & :ARILY SECURE WEATHER RESISfTIVE BARRIER WOOD FRAME CONSTR. ���VVV TAPE EXTERIOR SELF -ADHERED FLASHIN " a SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. aw (ASSEMBLED WINDOW J WEATHER \ RESISITIVE \ 2 BARRIER SEAL TOPS OF JOISTS - UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) / HEAD FLASHING TIE-IN INSTRUXTIC 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 ci enir_I rO 0 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 in each detail that corresponds to the Refer to the number marked as�# 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 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 WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 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 a 1'4' PER PLAN V-0" PER PLAN a SHOWER SEAT a a SELF -ADHERED FLASHING OUTSIDE CORNER Q w W > m Q WINDOW UNIT DOOR ROUGH OPENING FLASHING REQUIREMENTS � SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR 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 T other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied #7 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 RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 2 Q 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. 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 FLASHING JAMB &HEAD NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE AD ESIVEASS OWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM of FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. 1 SELF -ADHERED FLASHING ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. _- 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 Q g Lu d PLASTER STOP U) L _ W CONTINUOUS BACKER LLJ U ROD & SEALANT 2 � Q LU w � ° A U) 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 Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH III I I I I I it I -------�� 'ER STOP I n \ NUOUS BACKER ROD LANT NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor it 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 buttjoints need to becaulked using Stampede or sim. caulk for all am C W o .c C y m O L n Q N � 3 C a> � 3 � is d as � c E O d u CV CV O CV L 00 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a v E 0 r� ° N 0 (0 0 =mac N co r- QN O 9k LL N CO C J LL J LL w LL -a a Y Z m c � rn m o z LLW21 Z �2°_j6' m w J 00 ;n N OU Z o W z N 0 0 o z z a � Q � J - ti M LL ra � w � U O-� V,0, LL a G VV) }-t� v wloll� = L Q i� o' u � U) iu o C Q Ol emN o M M w ¢ o3 Z Z J w zo 0 0 zo < 4 a o wz ?© E M I--- 2 � X U od 00 0 - E 0 �< o oQ az o <= wo Qo ww (6 U) C y m, O OLL J Wo ¢ aw Z Z (n N o z <g� of �� o C w¢ >° 0. F o T-- E2 a`> M > _ 0 m 12 o 0 J O O T cfl O O cfl V J C° _a Q � � CV O oo LO I- N O - CD O O N r C:)Lj LO co T E M� Cn z co Z � E a M (6 E _ C C d U _J Q JOB NO : 22-09474-09471 SCALE : AS NOTED SHEET NO. W P IL11��.L f- V.': "g Mounting Brackets (10 Gauqe� +1/2*x4-U'2'x2-1Z* 112"`Dia.A.325Ga (Typ') 1 Washers / Self -Locking Nuts back Cross Support ' (May be cut to Wl Rig �t Bracket (16 Gauge) Self-Dril ling Screws kC Unit 1�ottvni Edge �Hurrlcane Strap (Typlical.,31n front) Front Cross Support o Mi be Cu t to W) Left B ra Cdk et (U'l 6 Ga u goe) 4 14 Self -Drill ScrevillsThru Brarkeb BarkCross Support Into AIC Unit go"clim Side (TypicaL 3 each side for hurricane use) INSULLATION INIFORMATION Florida Department of Business & Professional Regulation N3.1 d I Building Codes and Standards liclo'20i Product Approval Application Detail I hill or L I E". a 92�- Date TVDO Version Manufacturer contact Endii Lil Validated Ift Validated Submitted rll."I Approve status Affirmiati.ti 2020 Stich Vent Pr.d.dts. trip Wheat Giti Hermes F Nwud P.E. Lopkir Darted- P.E. 1:2J1812020 iviW020 12/2812C20 Approvad Category: structural Components (a77) 4 4 1-6360 PE-7377B (3341300-180D Stibcal.9i Products Introduced as R-It of Inf.C.-Neirtcom Ne.-T-Inn.l.gy Cci I- Method; E,ral-tion R�p.rt kcin o Florida Registered Architect ors Licensed Florida Prof.slorial Engineer I'L45822,11HIP-duitti; QualityAssurani Approved for Use Arproyied for Use Impact Design six" P111111M uml I.r', N' 11 Product D .. nation " Oct. In HVHZ Outside HVHZ 14-ititarat Pro ... is 1 tt.;'�.1.111��' Duaf Function Flood and Ventilation Vent 12CII202113 yce yce WA -1 ODI 100 2 SnrortV.n� Middle, #1540 511 Dual F.ncfl- Flood and Wnfiltiton Vent l2i3rl Y.. Y.s NIA -1 ook 100 3 S,a il Made #1540-520 Insulated Flood Vent 1213112023 Yes Yes WA l OD[ I DO 4 2 rILVei Model #Iti4O�l!21 ln.ul.t.d Flood Vsnt 12J31/2023 Yes yes NIA �l 001 1 DO 5 smariven Made 16" Garage Door Flood Vent 12131n0i Yet, Yet, NIA NJA 6 :#1114to52 smsirlVent Modo #1540 670 Wood Wall Insulated Flood Vent 1213M023 Y's yal NA .100M DO N-ftV.nt Model #1540�5�4 14,5&qd: Gtrage D Flood Viti 1MI12023 ye, yes NiA rVA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fag� 1 crr 1 1114121121 code Kii or Date P*ndby we Date Il Zia Vernon Mawfigitsucer contact Emill & Licionsy Validated Bar "id.t.0 Submitbiri FBC A,umvl Ann- StAus Ra,A,i.o 2020 Drezol Mtpla Inc, Jason Shumate Zad` ary R. Plast Locke B-don RE 08110/2020 0&0912020 C3120,2020 1 Oil ai'2020 Approved Category: Rooting i502) 303-1511 PE-74021 (3341300-1600 subcategory: Metal Roolint; Compliance Mi Elvaluation Report from a Florida Registered Architeld or a Licensed Florida Profo.s[[ Ehgi,a.r PLjo 1 7 1 672-ris Producte QuallcrAssurturce Apuc-d for Us. Arip-cifer Us. Impact 00.101, Sao 9 Number or No C 0 ntract expiration Date In Hl Qi HvHZ Rai Pressure 1 Systems ,r M�Ulet�oa�lofjlsfldu 0 N 3. " MC loose. DMC 175S, DMG 2008, 121311'2025 Yiso No WA 101-lao DMG 5V Florida Department of Business & Professional Regulation Pga 2 of 4 Building Codes and Standards 112o,2022 Product Approval Application Detail Code Entity or Data Date Data Type Version Manufacture contact Eno Putar & License Validated B Validated Subm fitted Approved Status Rawls ion 2D20 Thermi Corporation Steve Jasperson Lyndon F Schmidill P.E. Rysm J. Kirl P.E. 04115f2D21 1213112020 04122/2021 35)0&20c�l Appro,,ed Category: Exterior Doom (800) W-7628 pr-4340g (81$) 767-6556 StilloCatigiory: Swinging Exterior DoorAssernblies jcapemorr@thermabru.cc cc m pilance Method: Evolussficri Reportfrom a n't Florida Registered Architect or a Licari Florida Professional Engineer Quality Assurance Approved for Use Approved for Us Impa Design I Number tor Name Prod uct Description C-tract [iiccaratlar Date irt HVHZ Outside HVHZ Resistant Presarum ,,be Cla asic a nd Smooth - Ste r Nominal S&Jl &q,.t;lmp.ct&qu.t; Opaque i2131=22 No Yale Yee NIA Composite Edge Fib-91... Sirri Do., �IngwngfOutbswlrlg� X owliguradon) 2 to. Thermi Fiber -Classic and Smooth -Star Nominal 6'8 &quictimpacMituot Opaque 1IM1=22 No Yes, Yes NIA Composite Edge Fiberglass Single, Door with adel 'to($) onmwhrlyotutswrifg� XO. Oxw QXO 3 d- Tharma-Tru Filder-Clasaid and Smooth-Ster Nominal 6'8 &quorblirripactilquot: Opaque 1121a112022 No Yes Yea NUA composite Edge RosirigIsrss Double Door Win or without Sidellbes (Inswing/Outswing: )G(or OXXO configurations) 4 d. Therma-Tru Fiber -Classic and Smcodr-Sfar Nominal 8&439;0 &quoLImpacts%qul Opaque l211 No Yes Y.s. NiA r -ompiedt. Edge Fiberglass Single Door li n swrid/OutswIng' X configuration) 5 e. Therma-Tru r1ther-Clasaid and Smoctl Ncrininal 6Ɔ iquiptImpact5qual Opaque 12i3l=22 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sdelocqs) (InsvAng/Ourbsiing: XG; OX or OXC cwfigumrll.ns� 6 f Thermai Rber-Clai and Smooth -Star Nominal 5&4nO "Impactilqui Opaque 12151/2022 No Yea Yes NIA Composite Edge Fiberglass Double Door with or Wthout Sideliftes; inswingfDonswing: XX or OXXO configumfor S) 7 g. Therma-Trut Fiber-Classid and Smooth-Stsr Nominal 6&039r,5 &iquorimpacMquini Glazed 1213l=22 No Yea Yes WA Composite Edge Filtwilaw 9il Door (I n -ingfOut,wing: X cdxrrqumbon� 8 In. Tharma-7ru Fib-Clessic anti 8mooth-Spir Nomlrdl 6&*$30;8 "Imdxct&qui Glazed 'i No Yes Yes, NIA Composite Edge Fiberglass Single Door with Sidelite(s) (InsriinoOurl XOt OXor CXO configuration.) 9 i. Thsmi Fiber -Classic and Smooth-Slar Nominal 6'8 "tImpact9clunt Glazed 12li No yets y- MIA Composite Edge Fiberglass Dou]bre Door win or wtho,utSidelites OnswinglOctswiret,k(or OXX0 configurations) 10 J. Thaml Fiber -Classic and Smicioth-Star Nominal 6'0 &qudf;,Impact&quoi Glued 12131M22 No Yea yes. NiA Composite Edge Fiberglass Single Door (I ".wingloutswil X dwifigunatlion) 11 k. Tharma-Tru Flber�Classd and Smoollhi Nominal 8&939 0 "rmpedt9qul, Glazed 1213112022 No Ye. Yes NJA -omposite Edge Fisap9hass Single Door with Siidelba(ii) �Jmsoirg)Outswng: XO, OXor OXO config.ridione) 12 1. Thermi Fiber -Classic and Smoth-Slar Nominsl B&N39;0 &qu.t:i mp.dt&q.ot� Gliai 12131,12022 No Yes yet, NIA Composite Edge Fiberglass Double Door Will or withoutSidelles (IntwinglOutwil )O(c, OXXO cordf, urations) 9 Is m. Thomil Fiber -Classic andSimpOth-Star Noml '1 590igS ":ImPact&qul Glazed Molded 12131=22 No Y.s, Yes NIA Open "onriposire Edge Fiberolaw Sin gle Door (Inswinglovitswing; Xconfiguration) 14 n. Thermi Pbe�Classlp and Smdoth-Stsr Nominal --o'e8 "Impact&qwi Glazed Molded 1213112022 No Y.. Y ITA ., Com poi Edge Fiberglass Single Door With Glued Molded Open Sid.11Ws.) (laWhg/OutsWng; XO, OX or CXC ... f�ghai 15 a. Thermi 'iber-Classle and Smcoth�Ster Nwrtiral B&A'39;8 "Impadt&qpxot; Glazed Melded 12131t2022 No Yes Yes NVA Open Composite Edge Fiberglass Double Docristh or vilthout G Wed Molded Open Sidelitin it swring uterving XXwQXXOoonfguml 10 le R Thormai Fiber -Classic and arrooth-Star n Nominal B&039,6 i;uot,,Impadt&qui Opaque 'i No Yes Yes NIA Composite Edge Fiberglass Single Door with MQld.d open '9idinlrl �IihsvninglOutswrl XO, OX or OXG configurations) 17 q. Thermai Fiber-Classicand.Smooth-Stor Nominal 6'8 "'Impadt8'quct; Opaque 12131/2022 No Yes, Va. NA Composite Edi Fiberglass Double Doorwth or ,Mth.ut Clued Molded Open Sidelit" (InswingfOutswang XX or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.9. i df 1 UW2021 Code Entitle or Data Data Data F-din, Date Type Verson Manufacture, Contact Ini 6 License Valldalitil By Valuated submitted FSC Approval Approved Status R*'Asion 2D2Q PGT Industries J R-owAl MJ-1-0,do RCCO OER Mi..I-D.de 3CCO - VAL llilli;2020 1 OQW202c 11(2412920 Appr-d category; Exterior D.orn (941) 485-0100 (786) 315-2590 8 uIrCittegurr. sict,gl ExIarfor Door Assemblies Jow.kI@p9hni .Imi Mattild; Cartification Ma,l, or Ufing FIL #2 0 A 3 Products Quality Astainall'. Appi for us. Approved fer Us, Impact Design s".9 PL.d iV Mugal, flum1c,ir or Nion, Product 13-ritiom rar.ist E.O.C.. Data h' HVH Duisida KVHZ Rashttant P-r, 9 o �Lsirqe, Ml.sll� lanp-t) V Vyl Slidi.g Glass Door 041ri Y.a Y�. Yes I'll August 10, 2022 PRODUCT APPROVAL So"k PECIFICATION-, -SHEET(21022), . I As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the infbrmation 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 ITherm IFiber-Classic IFL20461.1 A. SWINGING aTru and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2022 The rm aTru Fiber -Classic and Smooth -Star (IMPACT), FL2046o +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 F Ll 5332.1 - FL1 5332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL824,8.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/82040 #1123 (16X7) FL8248,10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) F L824& 11 +34.4/-38.3 psf 12131/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537A N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 F Ll 7499.2 +60.0/-60.0 PSrf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 F Ll 1206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.,0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351A +55.01-55.0.psf 2/1612024 Pella Corporation Series 10/20 FL1 1161 +30.01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. F IXE D MI Windows and Doors Series 185 F Ll 5349.1 +60.0/-60.0 psf 413/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 512612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 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 713012023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HINGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roll 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (fbr Tile Rool, POLYSTICK TU MAX FL5259 NIA 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Tbompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/912026 Florida Metal Products, Inc Vent RV10 FL2158G.3 N/A 12131/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/21025 E. ROOFING.TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/3112025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONSr DMC 15OSS, DMC 175S,, DMC 200S, DMC 5V F Ll 7679.1 +0/-180 12/31/2025 5. SHUTTERS A . STORM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Stonn Panels FL17869.1 NIA 12/31/2,022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FI 9197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVI, PSL, LSL FL6527.1 - FL6527.5 NIA 3/�1/2023 D� MATERIAL Cast -Crete Corp. High Strength Concrete Lintels. NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not dem onstrate product approval at plan rerview. I understand that at the time of ins pection of these products, the fol lowing inform ati on must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Busiri Professional Regulation Page I of 3 Building Codes and Standards In512022 Product Approval Application Detail Code Entity o Date Date Date Pending Q= T-0 Versic Manufacture Coni Enaineer & License Validated Validated Submitted FQC; Approval Approved status Revision 202C Thnrmi Corporation St.- Jiselpi Lyndon F. Schni lo.F. RVen J. Kin g: P.E. 0712312020 07i12J2020 0712912020 1 Oil 3U2020 Appro-d Category: F�teriw Doorts f8DO) 843-7828 PF-43AGO (813) 767--6555 SuIbCadel Swinging E�deHor Door Amembies sJasperson@thermatruido Cornplitance Method: Evaluation Report from a rit Florida Registered Architect or a Licensed Florida Frof-icni Engineer QualityAssuramea ApiprovedforUtin, Appoo-ciforUlsas Iri Deal- seel ft ��107d U,;I;V aif�' Nu_M b,,r 0 1 IN a 11 product Description ContractEx " [ration Date in HVH& Dilitside HVHZ Rtsstitarit Fir .. ure 1 is he _T� r_r sid nol Smodi Nominal Wt39,13 SquotImpact&qual Opaque I �J 12022 131 yers Yes yes NIA Composite Edge Fibcrgl�s* Single Door (I 7-Ang/Oxit-mg; X iponfiguiralic,n) 2 It. Therma-Tru Fiber -Classic and Smooth -Star Nominal WS9:8 "lmpact&qudi Opaque 12J31/2022 Yes Y Yes Nl Composite Edge Fiberglass Single Door Wth Sd-lita�s) lnrs�vngiOuoi XO, OX ., OXO configurations) 3 o. Theirma-Tru Fiber-Clareso and Smooth -Star Nominal 64#5R.6 &quw;Ima@cU&quo1; Opaque I W1 =22 Yes Vs. Yes NIA C. mpsile Edg a F be GI a as nou It Is Door wth D r Without Sleet itas (In-Ing;Otit-fing; XX or OXXO configurations) 4 d. Therml Fbei and Smooth -Star NomIn2I8',0 &quctImp2ct%quo1; Opaque 12r3lr2D22 Yes Yes Yes NIA Compoi Edge Fiberglass Single Door Ons,aArgfOutwini X configuration) 5 Thisirmi Fd.,Clttssind S-th-Sts, N-iial 8&439,0 &quw;ImP..h&q.m; Opaque I M1 �2022 Yes ye. Yes NA Composite Edge Fiberglass Single Door with Sidi 0�wrgllOutswirl XO, OX or OXO donfig uai 6 f. Therml Rber,01aestc and Smooth -Star Ndmin.l 8'D &qwt;lmpadt&quo1; Coal 12J3112022 Yes Yes Yes NfA Composite Edge F�llbcigl.ss Di Door Wth or Without Sxlslihm (lrswingiOubav�ng; XX or 3>010 d-figurali ... ) 7 g. Thiarmi Fiber -Classic and SmD,ii Nominal 6&939,8 "Impacmquipt; Glazed 12J31 f2022 Y.. Yes YaR NfA Composite Edge Fberglasis Single Door 0 nswingfOutswing; X configuration) 8 h. Thernal Fiber 011 and Smooth-Staf Nom inal ft#�9;8 1quiptImpac6cluct Glued 12)3112022 yes yeis Y.s Nl Co" posto Edge RberitIsms sil DoorrAh Sidi (InewrellOutowing; XC, OX or OXO ticrifig uai 9 i 7hemni Fiber-Classioand Smooth -Star Nomin .1 W39:a &quw:lmpsdt&qucl, Glued 1213112022 Y.. yes Yes N(A Composite Edge Fiberglass Double Dow with or without Sidaiteds ilnewnrig/Oul XX or OXKO config uriations) 10 1 7her"-Tru Fiber -Classic and Smocith-Star Nominal 803S;0 8Lqut;Imp.ct&nl Glazed 12)31i2C22 Y.. Yes Yes N/A composite Edge Fiberglass Strgle Door X config.rartittri I I k, Trinwrins-Tru Fiber.Classic and Smouth-Star Nominal 8'" &cluctimp.cl Glued 17J3112022 Yet, Y.. yed, NVA Composite Edge Fiberglass Single Door with Sjdelk.�s) (IndswirolOutswiti XO, OXor OXO ct.rifigurst-) 12 1, Theirml FboClamm� and Sirroohl-5par Nominal 8"39;0 &qL;I.pdt" Glued 12J$112022 yes Y.. yea NIA C-posititEdge Fiberglass Double Doi or Without 8idelites (InswinglOutswing. XX or 0)0(0 wiffigurantions) 13 in Themni FlIber.Ciossic and Smcxpth�Star Nominal bi cccuotimpacmquot; Opaque 17J31/2= Y Ye. Y.s NIA Composite Edge Fiberglass Single Door Mth &quct;Non-Impadt" Sidellte(s) (InsvArgiOutiiro�ml XC. OX or OX0 configurations) 14 n Tharmi Rhar.Cassic and Smooth -Sear Nominal 6g, 8 &q t,Impa't&q.dt-: Oiled- 12J31i2022 Yes Y.. le- N!A Composite Edge Fiberglass Doubl. Doi "Nm-Imp"`8,qu.i Sid. lit.. (I ir-iinglOcri ni OXXO configuration) 15 0, Theirril Fiber-rassidand $rrooth-8tu Nominal 8a D aquot'Imptuct" Opaque 1213U2022 Yes Yes Y., NIA Composite Edge F[b.,gl..s Single Door vdth ".-Norl-Impact8quot; Side licel$) Onswilgli'Durt.,ving; XO, OX or OXOdonfigurai 16 p. Thermi Filber-Classfie and Smooth -Star Nominal 8'.9 &qut;lmpQct" Opaque 12131J2022 Ya. Y.6 Y.. NfA Composite Edge Fiberglass Doxi bl. Dow with Sidelltea OXXO configuration) 17 q. Thermi F,be,Cl.-,. and 6-th-Sts, Nominal 6Ƈ &quci�NImpcxcb&quct Opaque 1213112022 Yes Y.. No NfA Composite Edge Fiberglass single On- linstwinglOutswillp; X wrifiguralion) 18 - Thehmi Ribei and Smooth -Star Nominal 6&#t59:8 &quptNon-Impacd&qul Opaque 1 U3112022 yes Yes No NfA Com posile Edg o F i perg ass Si ri Dop r with Sol "r gtOutsisang; XO, OX or OXO o-fig-fid ;11 19 s. Therni Fiber-Claesio and Smooth -Star N.min.�6'8&q�t;Non-Impact" Opaque I 2J3112022 Yea Yea N in NIA Corn p-he Edge I'lloarglee, Doubt. Door with or wmitut Sidelines (IrlwAnglOutswing; XX or OXXO ow"Itisti.n.) 20 t Therma-Tru Filder-Classic and Smuddr-81arr Nominal 8&4OU SquiptAoi-Ampact8quat Opaque 1213112022 Yes Yes No NIA C.mppairta Edge Fiberglass sirglia Door (I ""Ang/Oul X configuration) 21 u. Therml Fiber -Classic and Srnocth-So� Nominal 8&4�g:() 9quotNon-Impaici Opaque 12)31/2022 Y Yes No WA Composite Edge Fiberglass Single Doorwil Sidelite(s) �Insraimhgioutawng; XO, OX or OXO confidurei 22 Y. Therme-7m Filb-Classo and Emoothi Nominal 8&439;0 &q..t�N.n-Imp..t&qu.1; Op.9'. 'i Y Yes No 141A Composite Edge Fiberglass Double Door vAth or without Sidelite5 OXXO configurations) 23 w ThennnraT� Fitmir-Cliastiq and Sn-voth-sor Nominal 3&ft$a5 Glazot;l 121,9112Q22 Yes Yee No NIA Composite Edge Fiberglass Single Door (Irsawngloutw'ini X configuration) 24 x- Thermi Fiber -Classic and Smooth -Star Nominal W219:6 "Ndn-Impadt" Glazed 1213112022 Y.5 Y.$ No NIA Composite Edge Fiberglass Single Dooi Sideli (Inswinglourtawing; XO OX or OXO configurations) 26 Y-Thermsi-Trut Flioer-Classic and Smooth -Star Nomin2I6&ft39;8 "Nwr-Impact" Glazed 122W2022 Y.s Yes No NIA Composite Edge Fiberglass Double Door Will or without SId.11tea (IrmwIh91O.l XX or OXXO c-filgiumlions) 26 z- Tharmsi FlIcar-Clacale and Smooth -Star Nominal 8&039:0 8quot:Nw,-Imp.dt&qudt; Glazed 12J31=2 Year Yes, No NIA composite Edge Fiberglass Single Door ([rs,%Mng1Ourtswlng; X configuration) 27 za. Therma Tro Filber-Cfessic and Smocith-Star Nominal 88#39:0 fiquotilon-Impi Olai 1213112022 Yoris Yoo No NIA moo.its Edge Fiberglass Single Door with yc pal iss(") (I r- n9iOul rig. XO. OX or OXO comfig-li.ri 28 A, Therma-T,lu Fibe,-Clessid and Smooth-81., Nomm al 8',0 &quoi Impsudliquot; Glazed 12131l2022 Yes yes No NfA Composite Edge Fiberglass Double Door win or VAth. ut $idelil (Inswing/Ourtowing; X( or OXXO c.,ifigurislitma.) Florida Department of Business & Professional Regulation page I df 2 Building Codes and Standards t 15rD21 Product Approval Application Detail Code Entity or Data 2M Vale Parting get. Tvin. Viusim M ... ftictionar Contact Firdl-tua Linc. Validated Ev v."dalind sufarilliad FBC Approval A-vad Status R-W 2920 PAI Windows and DDors Brent Sithriger Luis Robert. Lomas Steven M. Urch RE 10MW202C 10108/2020 lansnrzo2c 12`1512020 Apor-cl Category: Exterior Door. � TI 7� 365-3300 PE-112514 i717) 317-8454 subcategory-. Sidiftli Exo.ft Door Assemblies Compliance Method: Estlualldn Repon from a Honda Regist-clAnchiten or. Licensed Florida Profassionel Engineer FL*15332-AS Product. Quality Assurance, Apip ... adifor Us. Aptawd fgr 'Use Immot ll sea N Product Model, Number or Name Product Narcril Contract ggpli Date a HVHZ Outside HVHZ Resistant Pressure l SER!ES ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO lnlnG24 No yea No NUA :2, l45-3i4&quctx80&qJot: NON -REINFORCED 2 SLR ES 21ALUM�NIM S SER1q1ES;x2' ALUMINUMSGD OX. X0,)CK l2f3l/2024 No Yes No NIA s68, ct 80": NO -REINFORCED 3 �ERES 42CALUM NUM SGO REINFORCED SERIES 420 ALUMINUMEGD REINFORCED OXO 12/31/2024 No yes No N;A 14�3'4a'qu 4 I F SERIES 420ALUM NUM SOID REIN ORCED SERIES 420 ALIJMINIUM,�GD REINFORCED OX 1WI/2024 No yi,s No NZA XO, XX96&qucnX96": 5 9ERIES420ALUMINUMSGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX IMInOl No ya, No NIA l43&qu.t:x968q..I: Florida Department of Business & Professional Regulation P. I d2 Building Codes and Standards IMP2021 Product Approval Application Detail Code We Data Dalb; Perri PS9 am Val Manufacturer C-021 Entaii & License Validated By vall submitted Fa0APprithrial Approve stal"t R.,A.I.n 20M W.Y-Oultirin'. di0si- 13-tirre Kni h John E. Sulas Jcffiray F1 Arneson, PLE. 1 D11 2M20 W29i`2020 1012312020 12/1612020 Appr�hl Corporator (3�O� 7634121 RE511737 (904) 621-5200 Category-, Exterior Doors dkcftshQ�aym,-dalton SuloCialtualftur- Sectional Epenor DoorA,vemble, Compli,incii Method: Evaluation Report from, Hands Registered Architect or a Licensed Flands professional Engineer Croath, Assuranice, A,,r.,d for Usit Apidr-ind fur Us, ll Diii SK-9 Product Model, Number or Raw Product tiers�rrpft.n corturattExpirat on Data L ]it HVHZ Oui HVHZ Resistant Preissur, 3 8I)DOn'610018200 41105 91 N.� wchh. 1403S; M. h6ght, Glazing 21311202� No Y's Yea 31.001-35.00 myellabla, in top or intermediate section 10 6000/610010200#1123 1 5039; Max eldth. 146039; Max height. Gandrig 12WQQ2� No yet Yet -30 Quf-��.50 ariallable In top or intermediate section, 11 8000161OMMO #1124 1 6039: Max width. 148#39: Mu height. Glazing 12131f2023 No yps Y. '34.40ii-3s'30 available In top or nemnediate section. Florida [Department of Business & Professional Regulation F.2c 1 0 1 Building Codes and Stsinclards 11512wi Product Approval Application Detail code Entity or Dot- 291t Call Patrolling Data T--- years Manufacturer Contend Ennii-ir & Ll ... so Validated By Validated Submitted FaC Ay,ml Ati Status Rcieswit 2020 CarriesDAson of AADG, no, Tom Radii UL LLC Troy Ssi P-E, 12"W2020 1=n020 12Q112020 �pli Category: Exterior Doors (541) 4 94-2812 0954) 94?-0880 Subcategory., 2derwDearComponents IdmllayQ..asIhIy.r. Compliance Method: Certification Marx c- Listing Warty Alitsurance Approved for Us. Audi for Use IMD991 Deadan a-- A 2"Wgull"dal."umly, or 11, Pr,d,t Dincrtl c. it HVHZ Outside HVHZ Resistant Pras.tum 1 scl. 7.1.127 '47,757, 777. and Bar Shri Pairs of Rush, Glazed. and L-enex! single and pairs or 1Z3112025 Y.s yes Yes N/A Deora hollow metal diddi Florida Department of Business & Professional Regulaton Papal &2 Building Codes and Standards I WO21 Product Approval Application Detail Cad. E" Dat. not. Date Pondff� onst. WIN =I True vamiar Marivaudurer coartad j7, - ar . LI.,a vilidi Bar Validated submitted FEIC Aporai A-ii stat., R-adir 2020 M1 Wrictoo!s and Doors grant sitirger Ami Architecture ala'an M, Urich. PE 11117f2D20 1 V1 TM20 llr2r12020 Adpr-d Category; Windows IT1 T) 365-3300 Marrifixotisers A-sti., (717) 317-8454 subcategory: Single Htmg to.itlinge'aml.d.- Compliance Method: Certification Mark or Listing Approved for Lee Approved for Use Impact Design Spa A _Pr!S �u� Model, Number or Name Cp!��,liur,:ceafa Product Deterlmlon rat D In HVITZ outsicl Ite'ligarl Prossfure 2 15 52x72 Fin/Range Frame IGA3G Single Hung 1010812023 No Yes No 601-60 Lannirated Glass 0> W o CU -0 W a) -0 0 0 = CU = 0 .0 -li CU L� %+- 0 C13 > Cn -0 (n E 0 L- 0 0- 47- CU -0 4- -CU II Cf) ca. < Z Z LU mi C3 C%A A C%A ll CL CL ca go C 4C :I- 40K Pit, Cl E =3 C- W cu 0 L- 0- 0- 10 0 C/) M LU (3) Z SHEET NO. PA 1.0i .. 1 _. t+ 1)-I( f-1i c Florida Department of Business & Professional Regulation P 9 page g Florida Department of Business &Professional Regulation Pagel oil Florida Department of Business &Professional Regulation Pagel an Florida Department of Business &Professional Regulation Page 1 drz _ Q� -0 U Building Codes and Standards 1125,2022 Building Codes and Standards Nar2D21 Building Codes and Standards Ir6J2Dzi Building Codes and Standards rm2D21 � O � �r Product Approval Application Detail Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detail L_ C= OL C - .. s - - _.. _ r - code... Entity or Pate � Date Fending Date. _ - - a -. ,- _. - ntlt - - ,_ .. _.- - - _ _ - _ _ - = ♦V ' V IYH@ Version Manufacture act Erameer&License Validated Cont t BY -' Validated Ittetl FBb.Aooroval Approved $tatus Code E ri o nti r e a .� � Cat, Pandin, D' PAS Coe cr Dole � '. Date Perri PU a Code ���� .-..- Version Manufacturer mot or Contact Ennineara Licansa Validated tN la Qd1_e , Validated Submitted care Pending -FBC.Approyal Date A,oroyo Status .� �r a) Revision 2020 Thermo-Tru Corporation Steve.Jasperson Lyndon F. ScYimidf. P. E R. an.l. Kin - P.E. ' y g' 10/0712021 09/182021 10/132021 12/15/2021 Approved PP � Version Manufacturer .Contact Elnalneer&License Validated By Validated Submitted Pep Approval oVaO- &Ferias. T e yg V inn M nufacturer _pLs a Contact E' „in," Liens,vacillated EW 1 Validated 6u6mitted FaCAd21:212 r Va Aqo o d st to s s. Revision 2020 MI Wlntlays and Doors Brent Sltlinger American Architectural Steven M. Urt.h, PE 1122J2020 11f22f1020 11282020 Approved / � `,/ V/ �H/ //•� V �- Category: Exterior Doors (8D0) L143-7628 PE-43409 (B13) 767-6555 Affirmation 2020 PGTlnddslrias Jens R.a-akl Miami -Dade SCCO- CER Miami -Dade BCCD- VAL 11105r20M 11/0512020 11f11/2020 Approved Revlslon 2020 MI Windows and Doors Brent 6ithnger American Arch l(edural Steven M. Urich, PE 10/0fi2020 IOICCV2020 10/19/2020 Approved Category: Windows- (7177365-3300 M... tzcrurers Association i717)317.8454 = If1 Subcategory: Swiiging Exterior Door Assemblies sjaspersonothermatru.co Category: Wndd-we. (941)46G-0100 (786)315-2590 Category: Windows (T17)385-3300 Manulacturere Association (717)317-a454 Subcategory: Fuced tntlktg g, mot-om Al V/ Compliance Method: Evaluation Reponfrom a m 6ubCateg,rySgle Hung jrwwaki■pgtindusmo9,c om Sub Category: Horizontal Sider badungargmixd.com Compliance Method. Certification Marc a Listing VJ -0 Q Florida Registered Architect or a Licensed Florida Professional En ee n r Compliance Method: Cert kart n Mark or Listing Compliance Method: Certification Mark or Listing ,,. -. 0 OV .- g LM20a-R2a Products .....: ... .::- ., :::.. .,:. L#1 P ..:. -,. .. 5Y.R9 Products ., ., , - .,, .. _.. :r - �.:, >< ,.... ,. ",: l-5&IS-tdl4 fkoddets '.. .Fi , .... ,. ,: ,,., i - L L F L#2fr46f-R7 ._ Product - - - QuaIIN Assurance Ao,raved for Use Approved for Use Impact - Quality Assurance :, Approved for Use , .. .: Approval for Use act }use gn - rat a , d iN As_ ranre � AnnrnveH for use, � -: Approved for Uaa� � ItgDi3G1 GSglfal O Q O Quality Assurance - Aporovetl for Use Aooroved for Use Impact .. Design She # Product Model. Number or Name Product Qesedodon Contract Ezolratlon Data In XVXi outside HVHZ Resistant gEgg Pressure ProductModal. Number or Name Prpauct Descrmhan Contract Emirappn Date in HVHZ Outside HVHZ Resrsiant Pr rra San Product Model Number or Name Product Descnollon Contract Expiration Date In HUXZ Outside HVHZ Resistant Pressure $ea X Product Model, Nam bar or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant 2 SH5500 ,`Y;Ir2 1 185 PVJ O U_ 1 a. Therms-Tru Fiber-C#assic and Smooth -Star NominalH'6 " Nan -I mpact$quot Opaque 1213112022 No Yes No. Pressure NIA rLarge Mlsslle impact) Vinyl single Hung NAnean 071302025. Yes Yes Ves FUA 1 HS 1B8 Fin and Flange Frame 75x621nsulated Glass 02I162024 Nv Yes No +551-55 75x 721nsulated Glass 64J0312023 No Yes No +bt}F60 O ,� Composite Edge Fiberglass Single Door O 2 b. Therma-Tru (In`V configuration) nal6#,8 -0 O Flber-Classic and Smooth -Star Nom "Non mpact" Opaque 12I31/2022 Composite EdgeFiberglassSingle No Yes No NIA -D A 1 /i� y� 1� Door with Stlelde(5) XO OX OXO - cn W'^ }, 0 (InsvdnglDutav4ng; or confg atone) - v J O l.L s d, Therima-Tru Fiber-Classicand Smooth -Star Nominal 6'I8&quo Nan-Impact8iquot; Opaque 1221/2022 No Yes No NJA C M E Fiberglass Composite Edge -Double Door wAth or `VVV/JJJ1 without Sidelites (I nswdng i0vts,si ng, XXor OXXO .YL configurations) 4 d. Therma-Tin Fiber -Classic and Smooth -Star Nominal 7&1139;08quot;Non-Impact" Opaque 1213lf2022 No Yes No NIA Composite Edge F:bergli Single Door (InswingfOutwiing; X Configuration) 5 & Therma-Tru Fiber-Cfassiq and Smooth -Star Nominal 7S#39,0 "Non-Impact"'Opaque 12131f2022 No Yes No WA Composite Edge Fiberglass Single Door with Sdelhe(a} (Insn^dngOut5wdng; XO, OX or OXO I configurations) 6 t, Therma-Tru Fiber -Classic, and Smooth -Star Nominal 8'0 "Non-lmpact"i. Opaque 12/31(2022 No Yes No NIA Florida Department of Business &Professional Regulation Pagel at Florida Department of Business & Professional Regulation Pagel di Florida Department of Business & Professional Regulation Page 1 of 1 12 Composite Edge Fiberglass :Single Door Building Codes and Standards 1512D21 Building Codes and Standards im12o21 Building Codes and. Standards IM12021 (Inewng/Outswing; X conitguration) 7 g, This ma-Tru Fiber -Classic and Smooth -Star Nominal 8&939;0 &quekNon-ImPact&q* Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single D-4th Product Approval Application Detail FroductApproval Application Detail Product Approval Application Detail Sidelde(s) (InswinglOutswfng; XO, OX or OXO - -- . - ..,. _ _ _ . .. _- _,;. .,. _ - . -. - _ _ .._. _ - _ - _ _ _ _ - _ _ - configurations). 8 h.Therma-Tru Fiber -Classic and Smooth -Star Nominal 68#39;O&quet,Non-Impact8quot; Opaque 124MM22 No Yes No N/A - -. : - `� Composita Edga Flberglless Double Door Wth or without tas (InswinglOUCsti^Angl xX or OXXO Code t - - �.. _ _. .. E i W or - � Jig , . Data Panel- .:. Data _. - .. ,. - . _ Code . - . not or Entire 9 ie Q� en Date P mono ' �t _ . Code - - _ .. - _ _m .. - 5.- . Entity hlv or - D j]91 . .Data Pori ... .. _ -T-. PAA2 , 4 anon mnfigumtipns) configurations) Toe Version Manufacturer Car=last Engineer Ucense Validated By Validated Submitted FBC Aopmral Apomved Status Tv^e Ver_slon Manufacturer Contact Enainear& License Validated By Validated Submitted FBC Approval Aooroved Status lyge Yersion Mahufacturet Contact Elwlneer 8 License Validated By Valldeled Submitted FBC Anoroval ova alias 9 I. Therma-Tru Fiber-Classicand Smooth -Star Nominal 6''8& uo'Non-Ion act8 not Glazed 1213112022 q t p q. N o Ye s No NIA Lima Ion 2D20 Affirmation PGTlneusbies Jens R,sowski Miami-OatlB BCCO-CER Mi.-D.tl BCCD- VAL a i 1X152020 i 14J5/2020 11l112020 Approved R�sion MI Wind a and Doors 2020 a s &e tSi n er Luls Lamas E Urich E n i fi g R , P .Steven M. . P 1010&2020 101092020 10J19f2020 12/152020 Approved GT tl Affirmation 2D20 P Industries s k" C - L Jens Rosa rs i Mernt-Dade RCCO CER Miami -Dade BCCD- VA 11N52D20 11/052020 11A 1/2020 Approved Composite Edge Fibergess.Singie Door Catogory:. Wmde- (941)486-0100 (786) 315-2590 Category- Wind.- (717) 365-3300. PE-62514 (717) 317-8454 category: Wrid-s (941)466-0100 (766) 315-2590 (In-,Mng/Outswing, X configuration) subcategory: Fixed Jrosassk(Qpgtlndustnes,o Bubc.bagi-'. Mullions bstlingeTa Miwdnom suhCatagmy Muuims Irdsmskl>industneac 10 J. Therma-Tfu FloerClassicand Smooth -Star Nominal 8'8"Non-lmpa,t". Glazed 1213112022 No Yes No NIA Compiler.. Method: Cs1itcalle, Mark or Listing om Compliance Method: EVaivatim Report from a Oompllanes Method: CertfieaUon Mark 'or Listing om Composite Edge Fiberglass Single Doorvath - FI rid RegisterediAr hlt cl ors. Licensed Florida Slderte(s) (In-ArVOurswiing; XO, OX or OXO PL4243-RAlleroduets Professional Engineer PLik261-R73 R.aducts' - - - coniourations) -. - 11 kTherma-Tru Fiber -Classic and Smooth -Star Nominal 6&h*9;8"Non-Impact"a. Glazed 12/S112022 No Yes No NIA DualtN A,,-,- Apicroveemruse Approved for use Impact pea;,, -;F.' fi 383.R;products - Ooalite Assurance $®rated far Us, A,-,d for use anoact Deal,, CompositeEdgeFiberglass Double Door with or SS9-Ii Product Model, Number or Name Product Description Cbmratl Ekolmtlon Date. in HVHZ :Outside HVH L Resistant Pressure - - - Sse # Product Model. Number or Name Product Descdetlon Comraal Expiration Date tin HVHZOutside HVHZ Resistant Pressure VAthoul Sldelites lhawin/Outswlln XXor OXXO ( 9 9 5 PW-5520: i;iarge Mlsslle lmped) MriA Fixed Window UsU2025 Yes Yes Yes WA QuaIIN Assurance- A,,rovaa for Us A,,rowd for Use wow Oesmn 1 Mullions tor- All Doors and Windows Aluminum Mullions 95126,2026 Yes Yes Yes NIA Wn11QUfdrlgns) saaA Protluct Modal. Number or Name Pr,tlutt Wscriplion Contract Expiration Dale n..N... 1 HZ Outside HVXZ ae sistain pressure 12 L Therma-Tru Fiber-Classicand Smooth -Star Nominal 7'0"Non-Impact&quoC Glazed 12f3112022. No Yes No NIA 2 b764 Valk.] Aluminum Mullion i2r31i2024 No Yes Yes N/A Composite Edge Fiberglass Single Door (Insvringfautswing; Xconfigurati-) 13 m,Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'0."Non-Impact&ci Glazed 12l31J2022 No Yes No NIA. Composite Edge Fiberglass, Single Door with Sidellte(ai onswinglouevving;'XO, OX orOXO configurations) 14 n. Therma-Tru Flber-Classic and Smocth-.Star Nominal 8'0ġNon-Impoct". Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Single Door (InsvdngfOutswing Xconfiguration) 15 0, Therma-Tru Fiber4Ciassio and Smooth -Star Nominal BgO"Nob-l'mpact&quct; Glazed 1213112022 No Yes No N!A Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outsvring; XO, OX or OXO mnfiguranons) Florida Department of Business & Professional Regulatlon Paget ofi Florida Department of Business & Professional Regulation Page2&2 Florida Department of Business & Professional Regulation paged ore 16 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal:8'0"Non-Impact" Glazed 12ZIi2022 Composite Edge Fiberglass Double Door vnth or No Yes No NIA Building Codes and Standards ilA2D21 Buildi ng Cc des and Stan do rds 1002021 Building Codes and Standards 1(612021 without $k elites (InswingfOutswing, XXor OXXO configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal6'8",hi mpad" Opaque 1213112022 No Yes No NIA - " - - - - - - - "-- - - Composite Edge Flbergless Single Door with Transom(Ins,vi ng/Wswng; OIX configuration) - - - - -LIM ._ 18 r. Thermi Fiber -Classic and Smooth -Star Nominal.68#39;8 "Non-Impact" Opaque 12/3U2022 No Yes No NIA Code _ _ E,tI Q _ _ pazg to Date Periling _ Date Code Entity or to 0.�e Qate Pennine goggle _ Enfily or y Date Date Data Pending D Mth Go gait)nd i Vr� Manuractunsr En,rneer&Ll...soValidated By Gonlact. a Va a[a uUm ed Validated Submitted m FBGAop vial- Aop.. mv.d St s star- Tpa. Val&= Manufacturer Contact Er ineer&L-rase Validated av Validated Submitted FBC Approval Approved star- a to Manufacturer Type YerSa" Ca_a.[ contact Minir 4License Validated By Validated Submitted tea_ FBC Approval ,Qptg va stt Anoro d. �(!S rab m,5SIngl Transom Sidelie(s), and Transom(Ins^!IngfOulsvnng., OIXQ_ O/bX or OIOXO.conflguratlons) .Tl(P.E Revision 2c20 James Hardie Building Products.. Inc, Chad Dlarcks V. Andrew: Tao Jahn Southard, P.E. O1A75f2021 12f142D20 DiM82621 ding FBC f3ppr, Revialan 2020 Abide Nnk Thum son Lyndon F'. Schmidt P.E. Ryan J. King: p Y Yp 9. 021l MD21 02f1512021 0222f2.021 04113/202/ %WPr wed Revision 2029 GAF Michael sfleq Robert Nieminen Jain W. Knaaevich, PE D?1?6f202g OB212029 10)022020 12/1512920 Approved 18 s. Thermalru Fiber -Classic and Smooth -Star Nominal 6&013;8 " Man-[ mpact"-Opaque 12t3112022 No Yes No NIA Category: Panel Walls (NO)545-8359 PE94662 (352)357-2528 category! Panel Wens (330)922-2369 PE-43409 i61377G7-6555 - Category: Rophng (600)700-3411 PE-59166 (954)772-6224 Composite Edge Fiberglass Single Doorwith Subcategory: Siding chad.dlermke0je-sh.rdi subeategare: Soffits nth-,,a-@,alsida.rnm suhCalegi Asphakshingles mstiehegaLcom Sidelite(s} (I-singlCutswng: XO OX or OXO Compliance Method: Evaluation Report from a e.com Compliance Method: Eveluafion Report from a Compliance Method: Eveluslim Report from a Continuous Head and Sill eonflguratiansj' Flbdaa RegisteredArchractore LI-rated Honds Fiord. Ragidtered Architaetora Licensed Fiord. Florida Registered Architeotor'a Licensed Florida 20 t,Therma-Tru Fiber -Classic ands Smooth -Star Nominal 8&f139;0"-Non-Impact&qubt; Opaque 1213V2022 No Yes No NJA Prafseel.m.l Engineer Professorial Engineer Professional Engineer Composite Edge IassSin le Door with Po 9 9 9 -- --- - I... -P ;,. '. „ ..: -, . ' - Sldelnte 5 nsv4n Outsvan . XO or Cus 9 9. .OX O FL4131§ihateroducls FLW52 L .; , , Rs ,duels ' '` .:. ,. ,..' ,- ' •.. I ' , 1' _._ "- - '" f' � . FL4kfa17A-R26prp1!uets = - , 21 u. Therma-Tin Floor -Classic and Smooth -Star Continuous Head and Sill configurations) Nominal 68dt39;8 "Non-Impact"a Glazed 1213112022 No YeS No N/A QuaIIN Assurance Aoorovedior Usa _ Approved far Use ct Qesoo,n _. - -. :... - -.. - quality Assurance A.prvved for Use Approved for Use a Imo 0 - - Qesi �R ..... Quality Assurance Approved for Use ' Approved for Use impact Deslan Composite ElgeFloerg lass Single Door with sego Product Model Number or Name Product Description Contract ExolratlamDate nHVHZ Outside HVHZ t nl Pressure see! 0 =1- Product Model- Number or Name Product Description Contract.Explratlon oat. In HVHZ Outside HVHZ Resistant Pressure Se # �- terPducl Modes. Number or Name Product Description Contract Expiration Date g1 HVHZ Outside HVHZ Resistant Pre=sure SldelRe(s)(In.,,Ang/OutSWng;:XO OX or OXO 1 Cempl.nk Lap :Siding fiber -cement lap.sidag 12131J202a Yes Yea NIA NIA i a.&quol2T". Soffit Vent 0, sPlld Vinyl Soffit 1D310023 No Yes No NIA 1: GAF Asphalt Roof Shiri ids Fberglass nenforced 3-teh IM-ni-ted, 5-rah.rd 12Ji62022 No Yes NfA NJA Continuous Head and Sill configurations) 2 H.rdlePlank Lap Siding dber-cement lsp,slifing 1ZSM023 Yes' Yes NIA N/A 2 b;&quo Whence T4" Soffit Vertt or' Sold VnytSoffil 12/3172023 No Yes No N(A npfrldge asphalt shingles %�� 22 v.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0"Non-Impact" Glazed 12)3lf2022 No Yes No NIA 3 c.&gW,Grearibdar Vintage Beidedg,90fft Vent or Sold Vinyl Soffit 1V312023 No yes No NIA Composite. Edge Fiberglass Single Door with 4 d. &quoC058fju.l; Soffit Vent or Solid Vinyl Soffit 12nl=23- No Yes No NLA - Sldellte(5) (Inswng/OutsLMng;. XO, OX or QXO 5 e. &qu@;Charter Dakdquot; Soffit Vent or Sold Vinyl Softy 12J312023 No Yes No NIA to 23 w. Therma-Tru Fiber-Classicand Smooth -Star Continuo us Head and Sill ,Non-Iguratlons) Nomina168,it39;8 ",Npn-Impact"a Opaque 12131I2d22 No Yes No NIA 6 f"Super.Sp.n" Soffit Vent ar Sdid Vinyl soffit 121312023 No Yes No NIA ,a. Composite Edge Fiberglass Door Panelss Ath Vented `_ t7 Sidelite(s) (Ins,^AnglOutswiitq; XX XXX or XX)(?C �� 11 -O 24 x. Therma-Tru Fiber-Classicand Smooth -Star configurations} Nominal 8'0 "Non-Impact"a Opaque 12/31/2022 No Yes No NIA •V t9 -a � 1.4.11 Composite Edge Fiberglass Door Panelssvith Vented .Q G L Side@e(s} 0nswingrQutswing; XX X)(Xor)OM == 0 25 y. Thermalru Fiber -Classic and Smooth -Star configurations) Nominal6&ff3g;8"Ncn-Impact" Giazed 12/31/2022 No Yes No NIA = A r-J N Composite Edge Fiberglass Door Pe nets V4th Vented .0 Co � Sidelite(s) (Inspnng/Outeveng; Xx XXXor XXXX Florida Department of Business & Professional Regulation page i oft Florida Department of Business & Professional Regulation pager oft Florida Department of Business & Professional Regulation Page aft - C ti C)- 26 z. Therma Tru Fiber-Classicand Smooth -Star conflgurations) Nominal nfigurtions)0"Non-I mpad"'Glazed 12l3112022 No Yes No NIA Building Codes and Standards 9. 10✓ 2021 Building Codes and Standards 9 tiBr2o21 Building gCodes and. Standards t+sr2o21 c a-' N Composite Edge Fiberglass' Door Panels withVentedN O tC side:pa(s) (Insi^AnglQueswing; xx, Xxx or xxxx Protluct Approval Application Detail Product Approval Application Detail Product Approval Application Detail - W, conflgu2nons) W W 27 za.Therma-Tru Fiber -Classic and Smooth -Star Nominal6'8"Non-Impact" Glazed 1M112022 No Yes No NIA 3 fL V - ..- - _- . �- _ _ _. _ __,,-. s - '- Composite Edge Fiberglass Single Door with 3&939;0 - - J- - de Sidelde(s) (InawngfOutsviii XO OX or OXO - -. - - - _ - .°._ y. .,.: C -- - _ - _ - _ � � � .... - __ , _ _ _,. - _ - - O e t t 28 zb 1 Tne ma TYU Fiber -Classic tl5 ooth Ste n m r oonflgurations) Nominal68#3Q8"Non lmpad" Glazed 1213112022 No Yes No NiN/q Code SKgs Version Man ufacWiar EmiW or rnaM V En,ineerB License Validated Da e � Veli ated Submitted � Date Peridino FBC A„meal art. odor dyed tatu5versionet i3- TYa$ -44 " ManufectUrer t or eorB Liter Vai Coma Enni Ise Itlal.e"65 Date Date Via Subm' lidatoa Ittap Date Pending FBC Apbf 'I ova ,Date Apbrovoa status. fade Man var`lat Manufacture, nit or contecl Enalneer'&udene. ValNatadl3v LI Data Validated Submitted Dot, Pendbra FBC Approves Dyne Approved Status. r-r = 3 3. � Composite Edge Fiberglass Double Door with ,. Re"lon 2020 TAMKO:Bulldin Products LLC Kern Eden Robert Nieminen John W. Knezevich PE 10/0412020 09R920 20 10112r2D20 12/15/2020 Approved p Revision s n 2020 L.V. Thompson. Inc. dbe Thompson Architectural lap Christman Zachary R. Priest Steven M. Urich, PE 09/17/2020 091162020 y ry 09222020 12/152020 Ap roved P Revision 2020 Florida Metal Products Inc. Clark Jones Ja ss L. Bucker. P.E Steven M. Loch. PE D9J272020 "09251'2020 10N42020 1211CV2020 roved APP C§ W JIM �r 3Ɔ Siclaitee(Ine,vaglOutsYing; OXXO Category: Roofing (417)824-6644 PE-59166 1,D54)772-G224 Metals Com an ITAMCDi P y _ _ (913)248-3450 PE-74021 i;717)317.8454 Category: Roofing 1904)783-8400 ceUCK E,ginearing- iT17)317-8454 � '�- L' V r 7 29 zc: Therma-Tru Fiber -Classic and Smooth -Star configuration) Nominal to pad Glazed 1213112022 No Yes No N/A ymems kerrt_eded�i amka.eom Ca[eg,ry: Roofing tmy�gomele lro� g.com 9ubCafepory, Roaring caries that are .n clarK�flamco.e,m PE-31242 t_ C Ct d CC Edge Fiberglass Sin Door ComposdeEdgaFlberglass: Single Door wbli 3'D thud: Compliance Method: Evaluation Report from, Compliance Subcategory: Roofing Aecessorles that areas Integral Patl,iihe Rooting System � = . -�` SidelRe(s).(In-AriggOut§R1ng; XC, OXorOXO FI -da Reglsle dArchltectora Llcensad.Florids Integralprt,fin Roping System CempllaneM'lh.d Evaluation Repodfrome H �-� configurations) P class oriel E pincer Compliance Method:Evaluation Reportfrom a Frond R gi t r dA h t tar'a-Licensed Florida C E 30 zd.Therma-Tru Fiber�lassic and Smooth -Star &ins) Nominal 8'0 "Non-Impac[&quet.Glazed 121312022 No Yes No N(A F:odaaeegistar.d Archit.ct ore Lceosad Honda Proresshnsl Engineer to Q Composite Edge Fiberglass Double Door with Pl.#tt323-R9:products - _' _ _. :... - Professional Engineer - F, L.) 3':05lde:Iles llnswtn OulauAn OXXO g .. - - _goIRY Assurance A„ruvedforta Approved for Uea Imoaet pesmn FtV, 11919•R&Products FL#21iag-R2 PmdUcts - '.,. i 31 _ - _ ze. Therma Tru Fiber Classicantl Smoot,Star configuration) : Nominal 7&tKi9,0 &gUot;Non-Impact".5heker 12181f2022 No Yes No WA e # �� Product Model, Number s Name Product Desenotron ;Contract Expiration Date n HVHZ Outside HVHZ � Resistant �-�-- la -ma ,. - -.. QitallN Assurance Aoorovatl for Use Annroved for Use � Impact Qeslgn ea# S Product Modal. Number orA Quelty Assurance ROAuct escr btidn. COMractEx,Iretlen Date P Approved for Use Aooroved for use _i In HVH Outsrtle HVHZ Imoaet. Deslan Resistant Pssur ��lt n sue-. Series Composite Edge Glazed PlberglassSingle 1 TAMKO Roof Underlayments(HVHZ) Roarundenaymants for use in FBC HVHZ 06f292023 Yes No NIA Ni s # Protluct M,tlal. Number ,r Name Product D.scri,ddn ContractExpirationData III. HVHZ outside HVHZ Resistant _tl.d3i- Pau � 3 3-FLAMCO u 1�RV i0 Rld a:Vent&trot' &q o, g 9 Aluminum Ridge Itched raoBYabHCated 12l312024 9. p No Y es Na NIA Door with or without 19439;2 Sidelde(s) Win X. OX. XO OXOoolitigurations) Iursd,tions 1 TAMCO Flat Top Ott-Rldga Vent Mth Baffle for Tic 26 ga. sletic roof-MIllato Alin baffle 09f0a2026 Yes Yes NIA N/A from 0.025' A tinimum - (Ins gloutswing; or 2 TAMKO Roof Undanayments{NON-HVHZ) Rectumdedayments foruse in FBCrim-HVia 06/292023 No Yes NIA NIA 2 TAMCO Gooseneck Vent 26 pa. 09/092026 No Yes N/A +0F52.5 jurisdictions. 3 TAMCO OH -Ridge Raaf Vent with Baffle 26 Va. s1a11croofverdi:atorwHh lntegratedbaffe 09/092026 Yes Yes NIA NIA 4 TAMCO Round Top Off -Ridge Vonl with Baffle for Tile 26 ga. statd ro.fv.rd lator,vrh oofne 09/092026 Yes. Yes NIA NIA Florida Department of Business Professional Regulation P U 9 Florida Department of Business &Professional Regulation pagan oft Florida Npartment of Bustle" & Professional Regulation page of Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 1ri2p21 Building Codes and Standards Irl2WI Building Codes and Standards 12512D22 Building Codes and Standards 3/15/2022 Product Approval Application Derail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail - L Code Entryor Date Date Data Pentllna to 9ggq Rmllo, dr gig j�jg Qat. Pandina Date Code Entityor Date bate Date Pending Data FL#6259-R31 It- version Manufacturer Cantacl Eneinaer&Licensevandal rVaideted b "tted far, Approval Ap,mavea Status TV- Version Manufacturer Contact Eneipeer&Lleense Validated yeildeea- Submitted FSCAopreval Approved Siatus Tvoe Version Manufacturer con Engineer&Lice nse Validated Bv Validated Submitted FBC Approval Approved Status Revis'ron 2020 Lomanco Katrina Jerky James L. Buckner, P.E. Steven M. Urich, PE 112312020 1123/2020 11129)2020 ding FBC Appr R.Varph 2020 B.ra: Roofing Anderson Robin IAPMO. uniform Evaluation Gary W. Walker 11A)32020 11)022020 11ID52C20 Approved Revision 2C20 Global Protection Products; LLC, Tim Robinson Waltar A.Tith Jr., P.E. John W. Knezewch, PE 09f082020 09JOBf1020 107012020. 1211512020 Approved a) Code Entity, Date Date Date Date Status Category: Rooting (601) 063-6163 PE-31242 (7111317-8d54 category: Roofing (8013360-6091 Services LLC (205) 854-0160 category' Shutters (954) 889-7545 PE44187 (954) 772-6224 T e Verso yp �� Manufacturer Contalk Engi f Validated y li led Submitted P n in Approved ApprOV ed Subca egpry: Roofing Ateess aksthat area, kjelleyQIcmanoo.com gibe to R fi Tlag gory-, g RbinAnde son pd al,co 3UtiCate a Stom P.nefs g ry [i n.ropinson ant coin f9pp 2020 Revision POLYGLASS USA Maury,Alpert, License 10126/2D2D1012212020FBC 2/15l2020 John W. Integral Part Compliance Method: EvaueBon Repon from ComplinceMethod! Evaluation RepoHfrom a m Compliance Method: Evaluation Report from a Category: Roofing S954233133OSmalpertc@polyglass.00m RobertNieminen Knezevich, PE 81rQroval a Florida Registered Architect w a Licensed Florida _ podut Eveluetin Emily Florida Registered Archriw or a Licensed Florida Professional Engineer Subcategory: PE-59168 (954) 772.6224 11101/2020 Professional Engineer Fi#79494Rf2 Products -: -1 Underla ments v POIMA,AProducts ,. „ - QuaIIN Assurance Approved for Usa Aooroved for Use Impact Deslan PtuilsoFa-Re,P3ndacts - ComplianceMethod:QuaAIVAssnsanc. -SB,.A Product Model. Number,, Name Product 13-rottal Contract. Exnirat pm Qi. m HVHZ -3,1aie. HVHZ Raelatant. Pivsir. Quality Assurance Aooroved for:Usa Aporoved Pbr Use Impact DBSI E Ayilie"dfor use Aapr.vegforUse Imp l impact Desl �B 16 Saren-Shake.&leteCount Slale.SlitadE Nh Y ry P ng1 Flat Profile -Denver CO 121312020 No Yee NIA WA Seq lFlF Product Martel Number ar Name Product Description Contrast Expiration Data in HVHZ Outside _ HVHZ Resistant Pressure Evaluation Report from S--# Product Model. Hurrahs, or Name Product Datood,tian contract Expiration Dal. in HVHZ outside HVHZ Reslstaat Paste @r Thatch &: Impact 1 20 Gaga Galvanized Steel Storm Panelshii Corrugated Galvanized Steel Storm Panels retained 12/300022 Yes Yes Yes NIA a Florida Registered g Deck -A DA-d orTRl-� ,Deck-Ar DA-4 Los'rpro e, Polypropylene Plastic, Roo Vent 2/tO 2025 No Yes No 97.51-57:5 17 Sexony600-Slate. Shake&: Split Shake Flat Profile-Stocidde CA 1213IW20 No Yes NIA WA or not tracks protection. on. �J Architect Ol' a: Licensed Mechanically Attached to Plyr000tl Deck. % 15 Saxony 6o0-Slate Shake from p; Spit Shake Sax y700-Sh.k Slate & Split Shake Flat Profile alto CA 12/312020 FlatPon.-Stookion. CA 121312020 No N. Yes Yes NIA NIA MIA Ni 2 24 Gage Galvanized Storm PanelslNHVHZ at a i ed St el Storm Corrugated Galvanized Steel Storm Panels retained 1219112022 No Yes Yes MIA ^, 40 Florida Professional or not tracks to provide hurricane. protection. v P � Engineer 20 27 Se ny 700-Shoe Slate & Split Shelve Tal EspenalBat Iona HigP�Ie-Rialto, CA I2f312020 HighPofilB - Katy, TX 12l312020 Na N. Yes yes NIA MIA NIA NIA FI.# M-R31 Products 28 VII L Profile -Katy. TX 121312020 No Yes N/A NIA ual-Ry' 621uMOC91 gpbravadfor Usa Contract Emi rs al on in HVHZ APPIMadfor Use Outside HVHZ Imgg.et Re ai t Uffam Pressure �1 v J Seq# Product Model, Number. or Name Product Desarl ion Date 1 Polyglass Roof Undedayments Roofing underlaymens 10212D22 No Yes NJA +NIAI-622,5 1 Polyglass Roof Undedayments (HVHZ) Polygiass roof underlaymeMs for use in FBO1212312C23 Yes No NIA NIA M HVHZ jurlsdlctions. 2 Polyglass Roof Undedayments(ron-HVHZ) Polyglass roof undenaymeMs, for use In 12123JZU23 No juris iction FBC non-HVHZ Jutisdictloha.M1 Yes VA +N1AF622,5 O 0 Polyglass Roof Undedayments (HVHZ) Polygiass roof . for use in FBCi212312023 Yes No N/A N!A Florida Department of Business 8 Professional Regulation Page t o11 Florida Department of Business &-Professional Regulation page I If Florida Department of Business & Professional Regulation Peter on HVHZJudsdlcflons. Building Codes and Standards 1250022 Building Codes and Standards 1n12D21 Building Codes and Standards 19=21 2 Polyglass Roof Undetayments (non-HVHZ) Polygiass for In 12J232023 No Yes NIA ' roof underlaymeMs, use. FBC non-HVHZjurisdictions -Ni Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CL 1 Polyglass Roof Undedayments(HVHZ) Polyglass roof underiaymentsforuse InFBC121232023 Yes HVHZlurisdicfions. No NIA NIA 0 < -_ __ . - _ _ - - - - f _ _ _ 2 Polyglass Roof Undedayments(non-HVHZr Polyglass roof underlayments, for use in 1212MO23 No Yes NIA +WAf-622.5 .z.-...,. Code Entity gee ggg Date Pendina Date Code t or p,�fe. tea Date Pending Date - Ent Date - I FBC non-HVHZjunsdi.d.ns. Version ,D Code_ or Data Date Pendlno pia e, 1 Polyglass merits HVHZ' Yg Y ( 1 Polyglass meMsforuselnFBC12232023 Yes y9 Y No 1 NJA N/ A Type Reviswn Z020 Ivan.fiaC.•t." •. All Shutters and Glass Contact Enainaer$ License.. Validated BV -- Mike Barbieri Frank L. Een nardo, RE Troy Bishop. P: E. Validated Submitted 10J2Bl2020 10l1 G/2020 FBC Approval 111DGf20213 Approved 1211512020 Status Approved Tvoa Revision Version Manufacturer Alpine 2h2D. P Contact Ermine.&License Validated By .. ' uad Lav!Is ICC lAraluatlon Service LLC ilham M. Rani. PE Sr W Ranier, Validated ,submitted 10/3112020 10221302D Far Approval- 11/05202D A„r_ved 11N512020 Slaltus proved Tv,e Version _Manufacturar Revsivn 2oz Commercial Concrete Praduds,mc 0 Contact En,in.er&License Validated 8v .. R itG lls S Lie: A.Greenbr J We a g John Hoy Validated Su i ed 12/1fi2020 12/162020 FBC Aoomval 12252020 AooA roved star,, tll'ng FBC Appn �i U 2 Polyglass Roof Undedayments (non-HVHZ) HVHZ lurlsdlations' Polyglass roof unclerlaymerltz; for use In 1212312023 No Yes NIA -Ni Category; Shutters 9 ry; Subcategory; Storm Panels (561 712-9882 PE-0046549 954 947.08BO ) ( ) mkeb@allamedcanshute Cate Structural Corn orients gory: P subcategory: Truss Pletes (3211710 3377 (4077 fi81 7917 slevrsQ.1prieilw.,om Category: BtraptWal Components E- f8137 a5D-3707 PE-342d5 (352) 588-5311 FBC non-HVH2 jurisdictions. Compliance Method; Evaluation Reportfromet Florida Registered Architect ora Licensed Florida rs.com Complance Method;Evalualan Report from. Padua E.N d Entity subcategory Products Inbocuosd as a Result or N-Tahidegy Compliance Method Evaluation Report from precaagat.rpiy.ho ccm Professional Engineer ... rL41B99i'lar"d -. ,. - ,. . d a is ,, ,. ,. - ,.< - � <; `,':. :. : - a Fl,dd Rg tred Arch:teator.Licensed Florid. O FL#f 7eS9dia PrDdueLs '' - ' .. _ .. ' - ' , , . ,-^. ". ., .- , , QuaIIN Assurance �, _ ,, Approved for Usa Apprcyedfer Use Impact nEW Prof. el Engine ss on ar 1 ' Sep# Product Modal, Numberor Name Quality Assu rance Atlorovedfor Use Approvedfor Use Protluct Description Contract Explration Date in HVHZ Outside HVHZ Impact es Realist- Pressure Slag t product: Model. Number or Name 17W BCG/Alpine Higher Strength (H&: S) Protluct Deser:oton Contract Expiration", Metal Connector Plate IPJ312024 In HVH Yes outside HVHZ Yes Resistant NIA Pressure NIA PL42774•RB Products. Quark, Assu Aooroved far use A,brovad for use Impact Desi,n 0- 1 24ga Galvanizetl Steel Storm Panels 24ga Galvanized Steel Storm Panels 121312022 -Yes Yes Yes N/A 2 ITW BCGIAlphe. Hinge Plate Metal Connector Plate I213112024 Yes 'Yes NIA NIA Sea# Product Model. Number. or Name Product Descrlpt:on Contract 6xniratloniDWI In HVHZ Otdslde HVHZ Reslstaht Pressure 3 4. ITW BCGIAIdae TMI.X ITW BCG/Alpine Wave Metal Connector :Plate i2f312024 Meta: Connector Plate i Val2024 Yes. Yes: Yes Yes NIA NIA it1A MIA 1 quality Precast or. Commercial Concrete Pmduds Precast and Prestressed Concrete Lintels 051252024 No Yes NfA WA n, W ICU 0 m = Q^ 0- Florida Department of Business & Professional Regulation Pagei oft Florida Department of Business & Professional Regulation Paget of Florida Department of Business & Professional Regulation Page 1 .}2 Building Codes and Standards 10ig2D21 Building Codes and Standards e142021 Building Codes and Standards era2➢21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 M i ::;;j i, I I I --- -- - - -- - wc Cod_ Entity is Date Data Date P dine Date Code Earh,,r Data Ded. Date Pending Date Code Entityo D&le We Date Pendlno Date- " Toe Version Manufacturer Contact Enearneer&Llcense Validated By Validate. Submitted FBC'Adomval Auorovad Status 71/00 Yersion Manufacturer Corte Enaln 9License Validated By Validated Submitted FBC Amiroval roved talus Tse. Version Manufacturer Contact Engineer&Loan- Validated By Validated submitted FBC Aomoval A,om.ved Siatus G Revlslon 2020 MITek Inc, Erin Walden ICC Evaluation Service, LLC CoIEvaluation Servoo oe/112021 USMO12021 ORAX2021 XWP roved Revision -2020 Weyerhaeuser Rob Baldwin IC£Ev Il trlon Savic., LLC I., Lehrer, P, E, 07102/2021 101131202Q 021OV2021 Approved AYtfimatlon' 2020 Alpha Aum'nu Inc. p m, R. Lomas Steven M U54 PE Joao stye ri 11A3J2020. 1V162020: 11202020 roved Approved Q Celegdry SlrvHur.l Cwnpone Ms (952) 858-9635 LLC. Cazeg,ry: Sf ct I Components 5253) 924-G-07G (GOB)839-3286 Category' Panel Walls PE- f40 505-2008 PE-62514 1717131n 8454 � n' W SubCsteg r)r Truss Plates Compliance Method: Evaluation Report from a ...d-(Pml...m 1205)599-9800 SubcategoryEngineered Lumber compliance Method- merlon Report from a Rcbed.galdw:n@weyerha euser,com Subcategory: SoRts Compliance Method: Evaluation Report from a alph ealuminumnc@yaho ocam Z 1 J Product Evaluation Entity Product Evaluation Entry Florida Registered Arch:tector:a Licensed Florida F L#Z1$7sRa Products, .::_ , ,.. -11 ..r.. , , , . .:,,, :. ' , ",: , ::':, ;" ,"" :' .r P 527•Hft: ,.. .P. YotlUpta^'"- " , 11 Professional Engineer o,urig 4d-R3 kitiyets .. r ,, ',:; ,.: " ' ` - .. a Quarry Assurance Aonroved far Use Approved for Use Impact Design CuaIIN Assurance Extalrallon Date A porov.d tar Use Ao,roVed for Use Imo .set . i ,. D s, ,.. ,., ,,<. :: .- ., - ,. "I - ,. ' Sea# Product Model. Number or Name Product Desellopon Contract Expiration Cate Ines Z Outside HVHZ Resl ant P-1ess_Irre Seca Product Model. Number or Nama ProductDescriWon C"met Ines Outside HVH ant sir. Quality Assurance Aooroved Tor Use Approved for Use Its lea 1 M18AHS 18 ga. highstmngth boas connector plate 12/312022, Yes Yes NIA NIA 1 Mfcroham LVL LanVna ssl Vin aer Lumber 03/312023 No Yes NIA NIA Sao# Product Modal. Number or Name Protluct Description Contract E.,1,41c. Dale in I HZ (ensile HVHZ Resistant Pressgr. IZ 2 51i65HB. 18 ga. super high strength: truss connector plate 121312022 Yes Yes NfA NIA 2 Parer- PSL Perellel Shand Lumber 03/31=23 No Yes NIA NIA 1 .Alpha Aluminum solid 8amp' 1lented Aluminum Soft( Alpha Aluminum Solid& Vented Aluminum 07/302023 No Yes No NIA 3 Mil 16 16 ga. truss connectorp#ate 12/312022 Yes Yes N,A NIA 3 4 mmber51rand LSL TJ Ritl Board Laminated Strand Lumber 03/312023, Structure: Composite Lumberor Oriented almond 03131=23, No No Yes Yes NIA N(fA NIA DIIA GMU&, Wood Soffit(CMU&anR Wood 4 MT18HS 18 hl hsbength lmssmnnect,r plate 1213112022 Yes Yes N,A NJA ga.g board Rim 5 6 TL18. TL18. MT18 ga. high strength truss connector Plate 121312022 18 ga. truss crnneclor plates 12/312022 Yea Yas Yes Yes NIA HfA N/A NIA 5 Weyerhaeuser Rim Boers Oriented Strand Board Rim Board 0313112023 No Yes NIA NIA SHEET N0. - TL20,Mi20 2uga.Wssccnnedorplates 121312022 Yes Yas NfA WA August 10, 2022 PA 1.1 - � ' FF = Rodda, Departinent of Business & Professional Regulation Mw I o12 Rodda Departinewit of Business & Professional Regulation pwi al Rodda Deparrignent of Business & Professional Regulation Owiel Rodda Departirnent of Business & Professional Pagulation Pop 1 .11 — Building Codes and Standards 11110=2 Building Codes and Standards 11110=2 Building Codes and Stiendards 00=2 Building Codes and standards (3) Product Appro"I Application Detail Product Approval Application Detail Product Approval Application Detall Proftet Appro"I Application Detsill (3) 0 -P-0 =3 21111. EotW,, Dek -90 poll Panda Pik cock zillift., OW. 0.4. DAII.P.Orillo Do. GO& E.Ift— Dd. 0040 D.I. panda pqk arvilty or DM OM Doty pa ad" DM (D 0 L- Allmnablon 2ME POW corporation Joe Heydern Send[ Wlmdowsr4noor James L Buckner P-F. a 07714QC20 371142020 071=2020 Approved Afflimmintlon 2W Pella corporidDm Joe Hiroen Bard Wreck, and Door T.F- Whir, Pro, ILLC 015MC20213 OW1412020 07122=20 Approkkild AtImmagon 20M Pole Corporal Joe Heyeer, Serve INImeowsriclDoor James I-Rucknor, P-R-0 137MV20Z OT)1412020 07=121120 Appooed AtIrmartion 2020 Pella Corporation Joe Hayden Send T.6- LjmmPE, LLC OT/14/2P20 OT1141121121) =22/2= App—d (D Report Poll, Complisoft Mothod: Cargrication Mark of Ulcing pelleprodualapprorma4lipe 4*mplence Marked: Cort**Ion Mark or Usting POIIOPmdugtap;lrmlopt Consplinto Michael: Cartflostion Marko, .4ting 900produglapp—lope, coffipliadep M44hod: EhwalUlwilon a. ICU Name in No palami, AMA Produce Moded, N umber at WakdoltDriftripligo cantla=lon DAft In MVH 0.1aws WIN pealkes preakaws Mal Proci M*d,[. W-by a, Words Prokil Dinporivil contrast Ebralradi lift in HVH Cubicle HVIN 1".Nm Pma, AN" Pladuat Nodal. KuWr at 106ft Prodooloklaarrialido ConfirSOR;ralkaflan Oft HVH ouill Resid" QuallblAss Appmarl W Us. Apar-11 for u 1. Dow.. — 1 Somas 10*0 High Parlommence, Slmgle H U Mg Vinyl SOrgio Hung Window t*_ 7 v Xn.) No Y. NO ISM-91) 1 Page 10 Series Single Hung Wnclow, W x 90r Mmyl Nonrimpov, 8inglo Hung Wlndm III No Yea "a �4c-40 1 Gore 10AIll vbv Exed wemockv (w X To 07rM&2022 No Y" No +20,23 ftax Pmdd Mokill. N �bqr a, Mensit ",flokekilpkiti in NVHZ oulowe NVNZ Rosim. pmoom, 0 LL 2 GWEN 1 W21) HIgh Performance Single Hu me VIVI Nth Forlonnumm 3 Ingle Mu mg Twin 06MV2027 No yes NO .50w 2 Pella 10 sarl" single Hung wridw 54'.6W Mmyl No.1himpect 8111ft Hung WInOokv 0740MC22 No Yes RD �,G"S 2 Some 1=0 Vinyl Mad mrimebw (1081xl!141� OTII&2022 No yes NO +2111 -p-0 %4- a Soles 100 bingla Hung C—Poaft (7 G&I Fn 2 Palo 10 Sari" 81 q]. Hum; Wm4lw 54x 63' VImV Ncm�l rimpact $Ingle Hog Whom 070OW2022 No yes NO 151Y.Go 3 BW- 1=0 Vinyl Fixed Windiona (50'x 591 "M&202Q No Yes No +50l-w ICU Vinly! Smg1p Hung TrpIsCDMpoqft(1W x77) M15=7 No yes No +4040, 4 4 POW 10 Series single Hung W,dw 48r x7T Vinyl luon�ftpeot Single Hung Window, 1370H21322 No Yoe rb +5011% Bar- 1=0 KrUl. Hung VIV girga Hog Triple CpWift (10r z 53.5') O&Z3=7 No Yes No +Z5�36 a Pella 10 Berlin Single Hung Wm4oke $04 x GP %Amy] Non-Impi Single Hung Whom OIW2202C22 No Y" NO 5 BLOW101120SIngal Virryllflinglo Hogl-PAmG=pc%Ift(BSg`xgi 0&130027 No va No .3" 6 Palo 10 Sari" Single Hung Wmdw 3r x 7T u1mill Nom4mpel Single Hung Window OMWC22 140 yes No Quarill Adaranqk! For Us, Awom," Fair U hh"d nmiLg ft*$ IQ" Who* Hung Marl Slawle Hung TWm Compoelte(72'x 6W) 01941612027 No Y" No 'SG'3S 7 Pgb 10 boreal Ungle Hung Widow 52-1ff x W'Viny! Non-Impad Single Hung Window 10;1702CI23 NO Yee, No +51)r-Go Cn acres 100.9ingle Hung Vinyl 81niple Hog Window x 50-117) OWlSQ02T NO Y. No '351M 2 SWIM 1=0 Varri flood vAndi (1W x 04') Onl3r2a2ull No Y. No +Z5123 (4r 12 $$Mae 10no Single Hung Vlmyl Single Hung "o. (w . 721) 061150202T No yes No '3" Fraft 10 aeries Single Hung Window W x W Vnyl Non�lmpmnt Single Hog Wincim DW2110M No ya NIO �4&40 13 Bar. 1020 81,61. Hung VIrrA Single Hung Twin CxcrrpcvW,(72"x 53X) 08j2*2C27 NO yes No '36�35 Pella 10 Serlea $Ingle Hung Wndow 34'xW Mmyl Non -Impact Single Hog Window MMSCH123 No yk. No -4514a ig Samos IC120 single Hurg VIny[ Shigle Hung IWIm ocrinpoelte (S&W x 7r) 017=27 No yell, NO '351.35 11) seen 10M Singlo Hung Mr,14SInglilliume lWInC—pqsIIki(n8x�) DOJI&2027 No yes No .40�40 5 Pella sales HurgWridivor 10 $Ingle 62-lWx5V)Any[Nm-lmped$[MIDHUMgMndow 1011701123 Y. No 'Sci I IM series orThermastar or Enconrom wAvarld High MW High Porlornmemoe 6 Ingle Hung l42'x 72m) WM7Qa2T No YN No '50�.gg Periorinvoke Single Hog 2 1 M Bonn Or Thermal Encompeek; wAvant! High Vinyl High Parlormorca a Implo H ung Twl m teaiJ2027 No yes No +s&'m Perfammemok, single Hung Hog Hung Rodda Departinikent of Business & Professional Regulation %pi oil Florida Departirrent of Business & Professional Regulation Owi Oil Florida Department of Business & Professional Regulation paill Building Codes and Standards ln0=2 Building Codes and Standards an (14=2 Building Codes and Staridards Product Appromicel Application Detilkill Product Approval Applicirilghm Deptlill Product Apprignial Application Detail Cod. E,Ut,,r D-w Wl� Dwaroj-0odrim Da. %fti*m no"Wbd.rot 0-100 E-sift.,&I-imium Volidati *r6lod 411"bdith FBC Aimprovi Approkked am- C-00 190tvar Dam Oft Dalle Role. 041'. nige yoftion Manufacture Comm Encift., A umennew voliddird Validillod Submitted FlICApol Aaom%vd Cod. sower Db 0.11apil"d 004 Varl Ift"llosture 09-111,18 Echwo, & lJorki validahkil wliekled a.hwirm, FGCAopkv,* Applo"d out" Affirmation 2aM Pau comomillon Joe Heirden sendl Wlrdcr� and Door James L Buckner, P.E. a OT11C202) cW14120211 OF12CQ02C APPrDwd Af�wtion 2M Pole Corporation Joe, Hoinden Bondi %lamerm W. Scheeler, P.E. T.E. Lon, OF, LLZ =14=21) 07114=20 070012010 Apomuod AtImmurtion 20M Pogo co,pokil Joe Hayden Sandi WriclowerraDoor James L- Buckner, P.E. a 0711412020 OT11412020 0112012020 ApproAd 2191 Phil III Numbw w Nomm; Procivell),ftdotim in H ouftwo Reellb. Oman, QwlihrAis Appronraill Far Ulm A0qwOn;*d ro, U 1. Dwain Peadukk social. bl�boi Nall phou"ofeadati t in RVH auftwe HVINZ Rinkliklialt P'"W", 1 Beres IC120 Sliding Ifflmdow Virryl Slift Mdckv (OX or)K), 73-1 IT K SO') 0312712023 No Y. No .3a"M meall, Phased Mad.]. W umbair or N— Prod.&D—lad GW*MKtMKOIrOdl--Dgil 1. HVH Outside HVH 11-19, prea.— Bonal,3121)(25sildimliOlm Door Vinyl 24-immal'0C aiding Gh— Dw(W xerl!r`� 11w=1 No Yes No -25-25 2 Sar- V20, SlW1.13 Mrk. Vinyl Bill VArdm PX or XO, 73A02"K 360) W80023 NO Yes No k.aw-35 1 weelosilaraw'do. $ads$ 110 VIVI Ranged Sliding Windom 0MV481 No Yes No NIA 2 Series IC1120025811ding Glass Door Vinyl SIngle Parrof Fined 50t DoortSidel 344&161 03AIM4322 No Y. No +35L35 4 Series ICV20 Giving Iffirdow VMyr! siding VAr4m CXOX. 108"x a$') OW702028 No Y. Ni +3SL39 a 8irres 1012006 Gelding Qlago Door Varyl 2-11amoll 'or SI)Cllrlg QIM Door " x 82'1 117M312021 N: Im., red 13" 4 Somas 10120*5 Sildlolves; Door Vino Single Parkif Find 101 Door (Sidellbs. 47-IR"i MY2602022 Y. Ido �211wfi 2 Sorl" 190 a Ercomprokka mAwmil Gilding Glino Door Vinyl Single Parel Fixod 10' Door (Solelb, 19-1 W x 02tiWCU No yes NO 40"0 a Salim 100 Or Encommpan; orAwll Gloing Obw Door Mrr�4 241*1*1 -C)r gilding Glask; Door (77 z 021 0"Goon No yes No +gi 4 series 100 or Encompass okAvart! SlIding Ulm Door VIV Single Panel Fbwd Door (81defft, 47-1 V x 02tlW2C32 4D Y6. No 12W.25 01 Series 140 or Emoorrimposs OrAvarij Sliding Olen Door Virryl 241061 -CX' Gloing *I** Door (WIW x OW24�2031 No Yee NO -25125 LLJ CD 2 Samos 133 Or E—p— orA—t! 811ding Gh— Dark, V1rpA Single Pvwl Fixod06 Door t8bello, 3&IrZ x 02M&2032 No Yoe NID +4QL40 =I— C= cc 8 Swim 19) w Emexampkas orrAwt! 8161% Ulm near Viny! 2-Plamell or slidling Glow near " 2 821� 05QQ2032 No Yes NO .3&�Sg cc C14 4 Bar- 151 Or E— p— crA—d Siding Ok- Door VIV Blrsl. Panel F load "0* Door (Sbol 471-1W x 02MOt2(lal No yes NO .2&4G LA - CID ou ou C0 0 L > 0L 0L 0 < CLU LU CL SHEET NO. August 10, 2022 PA 10 ^ I S }; 7� r TWI,Sz W VJ W U N O - O ` + - Simpson Strong Tie 2020 FBC Approved Products Updated 12M2020 + � "- Simpson Strong Tie 2020 FBC Approved Products Updated 12f3012020 + - Simpson Strong Tie>2020 FBC Approved Products Updated 12I3012020 - Simpson Strong Tie 2020 FBC Approved Products Updated 12M2020 W (I1 Q O For direct links to all SST approvals listed below, CLICK HERE. 's , - _ For direct links to all SST approvals listed below, CLICK HERE. „ _ _ For direct links to all SST approvals listed belew: CLICK HERE. , For direct links to all SSTapprovals listed below, CLICK HERE. r+ ca n For additional Information regarding Flald Statewide Product Approval System and Miami -Dade Coup 9 . 9 a PP YS Notice of Acae tanc NO CDCK HERE. lY P a INCA). a For additional information regarding Florida's Statewide Product A Approval -System and [vNami-Dade: Coon g.....g pP.County Notice of Acda tenor NOA .CLICK HERE. P ( ) a Far eAditlonal information regarding Florida's Statewide Product. Approval System end Miami -Dade County 9.....g - PP Ys IY R Notice ofAcceptance tanCC. NOA. COCK HE E. P (. ).regardingYs s aadditional miamation r ardinFlorida'statewide Product Approval S e Iami-Dad County F e F ProdSystem and M e Notice of ACce ten a NO CLICK N dt C ( A , _ ERE. IY P ). _ FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS HUSC series hangers Face -mount hangers available In widths ranging from 1.5Z' to 3- V 9116" and heights ranging from 4-5116" to 11' Concealed flange Sea # Product Model, Number or Name Product DescdgUM Sea # Product Model, Number or Name Product Description Sea # Product Model, Number or Name Product Description version (HUSC) available for models having width equal to or O -L 1 Titan Stainless StaelConcreta &Mason Screw Masonry (7N-SS) 114"diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 ST, BTB, BTH Brick Ties greaterthan 3-9116". L 0. O 2 APA21, APA4, APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMS714, CMSTCI6 Coiled Straps 12 IU$ series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- Q 3 APB44, APB44R APV666, APB66R, APB88, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16, C518, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9.114" to 16". O _ _ FL#9589-R6 APVB44R, APV666, APVB66R, APVB88, APVB8BR, APV91010, APVB10/ OR 4 CSHPIB, C8HP20 Coiled Straps 13 LGU3 25-SDS, LGU3.65=SDS, LGU5.25-SDS Face -mount hangers (� O 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers (Q O > Sea # Product Model, Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2107 Face -mount hangers , _ O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH45R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A H3; HO, H7Z, H16, H16S, H16-2, H16 2S HurricaneTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116"to 4- L_ L 2 SD9112, SD9212 SD10112, SD10212 Strong -Drive SD Connector Screw 6 APL4, APL6, AP774; AP76, APVL4, APVLB, APVT4, APV76 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15116". (n O 3 SD9112SS, SD9212SS Strang -Drive SD Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, APLH210; APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.26-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers C �`�t^1� Q 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014; Ston -Drive SDCP Timber-CF Screw g 8 BVLZ Brick Veneer Ledger Connector g 10 HSS2-SDS1 5• HSS2-2-SDS3 HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe. Y 18 MIU series hangers gg Face -mount hangers available in widths ran in from 1-9/16" to 5- 9 ..Q V) Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2, HST3; HST5, HST6 Straight Straps 11$" and heights ranging from 6=15116" to 19-112". 5 SDCP22434, SDCP22512 SDCP22614, SDCP22700, Si SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100. SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ; HTSQ20KTZ Heavy Twist Strap 2D SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry W911 Stop 14 IFTA Light Floor Tie Anchor Off 8` to 3-9118" and heights ranging from 3-1110" to 13-31411. 7 SDS25112. SDS25134, SDS2.5200, SDS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12; LSTA15, LSTA18, LSTA21, LSTA24, LETA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS255001 SDS25500, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; on Iy acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SE, SDS25300SS. SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB2q LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16"to 9 SDWF2716, SDWF2720, SDWF2724, ,9DWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2,5T, H8, HIOA-2, HI OS, H14, HGA10 HurricaneTies 18 LTS12, LTS16, LTS18, LTS20 Light Twat Strap 5" and heights ranging from 2-518" to 11-114", 17 18 HCJTZ HH4; HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MS748, MST60, MS772 Medium Girder Tiedown Straight Straps FL#10007-R6 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA3O, MSTA36; MSTA49 :Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC2$ MSTC40, MST052, MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48133, MSTC66B3 Pre -Bent Straps Sea # Product Model, Num bar or Name Product Description 1 ATR318, ATR1/Z ATR518, ATR314 Threaded Rods 22 LS30, LS5O, LS70, LS9O Skewattie Angles 24 MSTI26, MSTI36, MSTI48, MSTI80, MST172 Straight Straps 1 BA series hangers Top flange hangers available in %, idth a ranging from 1-9116" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSi6, MTS18, MTS20, MTS24C, MTS30, M7S30C Medium Twist Strap 118" and heights ranging from 7-118" to 30". 3 BP318-2, BP112, BP112-3, BP5/8-2, BP518-3, BP314, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ; LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x1O-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in vsdths ranging from 3-518" to 7- 4 CNW318, CNW112, CNW5/8, CNW3/4, CNW518-114, CNW3/4518 Coupler Nuts 25 LSSR1..81, LSSR2-1, LSSR2 37, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 118" end heights ranging from 8 114"to24" 5 CTUD55; CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 26 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 1 ML242, ML262, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 5f8" and heights ranging from 7-114"to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie-Dovvn 30 SP1, SP2, SP4, SP6, SP8 Stud PlateTle 4 DGHF series hangers Top flange hangers available in tvdths ranging from 1-314"to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, 5PH6, SPH8 Heavy Stud Plate Tie SM" and heights ranging from 9-114" to 24". - 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28; MMLU28-2, MMLU210, MMLUI211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS?, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 9 TUVV38 Take -Up Washer 31 RSG, RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22,.ST292, ST2122, ST2115, ST2215, ST5215, ST8224, ST6236 -Straight Straps 718 andheights: ranging from I I"to 32-1J2". 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T220, TB27, TB30, TB36, TB42, T848, TB54, TB56; TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518"to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWBI Q TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC. STC"T, DTC. HTC4 Truss Clips:. 36 MGT VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddlehangers available in widths ranging from:3-114" to 6-716" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB101 WB120, W8126C, WB143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffer or Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 116" and heights ranging from 11"to 32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 112" and heights ranging from 8" to 39". Sea # Product Model, Number or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1 /4'to 8-718" 1 DTT2 Hold-down SEq It Product Model, Number or Name Product Description 1 C9H2 37xSA CBH2 37x7 63, CSH2.37x9.75 Concealed hangers and heights ranging from 10-1f2" to 28"- 2 HDC1014, HDC10122 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 3-114" 10 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SD83, DSC2L-SDS3; DSC5R-SDS3, DS05L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116" to 3-9/18" and heights 718" and heights ranging from 7-112Z'lo 32' 4 HDU2, HDU4, HDUS, HDU8, HDU11; HDU14 Hold-down 3 GBC 'Gable .Brace Connector ranging from 9-116"to23.15116"- 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3:63-SDS, HGU5 25-SDS, HGU5,50-SDS, HGU5,62-SDS, HGU7.00-SDS; HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4l1,81, HHRC44, HHRC5.25/3,25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers. Tap flange hangers available in widths ranging from 2-5l16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hang'ers available in widths ranging from 1.5l8" to 7- 9/18" and heights ranging from 18" to 26". 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1,.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 55116" to 12-718". 14 HUCTF series hangers Top flangeieist hangers available in widths ranging from 3-118"Ito 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, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-3/8" to 13-1Z'. 10 PA118, PA123: PA128. PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 LightSlopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging. from 1-9116" to 5- 11 STHD10. STHD1 DRJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2. HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHLJS410, HHU55.50/10, Face -mount hangers 112" and heights ranging from 3 7116"to 15". Concealed flange 12 STHD14. 6THD14RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS725/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA215.2, 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, THA426-2 116" to 5-118"and heights ranging from 4-314'to 15 314"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/15" to 7- 12 THA11.81122, THAl2.06/22, THAl2.1122, THA1222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.318" to28". 13 THAC422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels, only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- d IBM 14 THJA26, LTHJA25, LTHMA Multiple Truss Hangers 8 HTU26. HTU28, HTU210, HTL1262, HTU28=2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.318"to 32". C3 .c 15 7HJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUG series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- Q C.. C 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.7/8" to 19.114" Concealed flange 518" and heights ranging from 9-1/8" to 16' A M 17 VPA2 VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 J8 series hangers Top flange hangers available in width of 1-9/16" and heights 18 VTCR Valley Truss Clip greater than 2-9l16": ranging from 5-318" to 7.14" A Q a 10 HUCQ1 81/9 SDS, HUC01 81/11 SDS HUCQ210-2-SDS, HUCO210-3 SbS; HUCQ310- Face -mount hangers 9 20 JBA series hangers Tap flange hangers available in width of 1-9/16" and heights 9 9 N SDS, HUC0410 SDS, HUCQ412 SDS HUCQ5.259 SDS, HUCQ5.25111-813S, HUCQ610- ranging from 9-5/18" to 13-118". SDS, HUCQ612-SDS tJ DC A! 'Jaa tn t0 � d .W c3 a� Simpson Strong -Tie 2020 FB:C Approved Products updated 12/302020 Its Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated In0/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 ,- For direct links to all SST approvals listed belay, CLICK HERE. cm For direct Ilnks to ell SST approvals listed below,. CLICK HERE.. ,. For direct links to all SSTapprovals listed below, CLICK HERE. a a -For direct links to all SST approvals listed below,, CLICK HERE. additional information regarding I CL CK • Fora I a e n F mda`s Statewide Product Approval System and Miami Dada Coon Notice ofAcceptance tenor NOA 1 HERE, 9 9 Pp Ys County p ( ), fi i(:K HF kF Fora I Uon rag ding F on 5 P ppr I ys m aCounty A p C ( A) __ _ _ _ additional information regarding Florida's Statewide Product Approval System and Miami -Dade Coun Notice of cce tan a NO a ddk'onal informauon regarding Ionda's Statewide Product Approval System Mi '➢ode Can Notice of Acce aura NO CLICK HERE. F a i e9 9 F C pp ys and am County pt ( A), � F additions information regarding Statewide Product Approval System d Miami -Dade Court Notice ce e O L CK HE E or I a eg g P C ppr al yst manCounty of Ac p[anc INCA), ,� I & . 21 LB series hangers Top flange hangers available in with of 1-9116" and heights FL#11468-R5 18 5ILSV1.56, S1LBV1 81, SILBV2 06, SILBV2.37, SILBV2 56t S1LBV2s6$, S/LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3M" to 15-118". S1LBV3.56, SiLBV3,62; S1LBV4.06; SILBV4.12, SILBV4-28, SILSV4.75; SlLBV5.50 6 Strong-Balt.2 (STB2,: STB2-4SS, STB2-6SS) Strong-Bott2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product Model, Num bar or Name Product Description 19 S1LTT20, SIDTT2Z, S/HTT14, H74, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13-118", 1 HHU8210-3, HHUS210-4 Joist Hanger 20 S1MST60, SIMIST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, 7HD-H6SS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEGZ series hangers Top flange hangers available in tMdths ranging from 3-1/4" to 6- 2 HR56, HRSB, HRS12 Strap Ties 21 SP4: SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 7B" and heights ranging from 9" to 33-1/2". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS 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, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2'. 5 THGQ2-SDS3, THGQ3-SDS4;5, 7HGQH2-SDS3, 7HGQH3-SDS4.5, THGQH4-SDS8 Joist Hanger 24 TDD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete U) 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114"to 24". THD50234RH, THD10212RH) 25 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#11473-R5 FL#13904-R5 CD 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Sea # Product Model. Num bar or Name Product Description Sea # Product Model, Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHOG-, CCQM4.62-SDSHDG, CCQM5.50-SOSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, Sag # Product Model, Number or Name Product Description .3 H16, H16S, H16-2, H16-2S Hurricane Tie CGCQM550-SDSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete ormascnry FL#14860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3 62G-KT, ECCLOM4.62G-KT, ECCLQMS 50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HEfAL12, HETALI5, HETAL2C Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SFT XP SET-XP High -Strength Epoxy Adhesive for masonry Sag # Product Model, Number or Name Product Description 6 HGAM10, HMO Masonry retrofit connectors KT, ECCLRQMD5,5OG-KT 4 Strong-Bolt2 (STB2) Strong-Bolt2Wedge Anchorfor masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABA66R Adjustable Post Base 7 HHETA16: HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7,00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (T7N2) Titan 2 Screw Anchor for Concrete 2 ASU44; ABU44R, ABU46, ABU46R, ABU5.5, ABU5-6, ABU65, ABU66, ASU66R, ABU88, Adjustable Post Base 8 LGT2 LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3, LGUM26.4, LGUM28.2, LGUM28-3, LGUM28-4, LGUM2I0-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS; THD-H6SS, THD-CS68S) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010ABU1010R ABU1212 ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM46, LGUM4IO or 316 stainless steel with hex head-, and 316 stainless steel with 3 4 ABVV44Z; ASW44RZ,.ABW46Z, ABW46RZ, ABW66Z, ABW86RZ, ABW7.7 AC4, AC4R, ACE4, AGO, ACOR, ACE6 Adjustable Post Base Post Cap 10 11 META12, META16, META16, META20; META24, META40 MSTAM24, MSTAM36, MS7CM40, MSTOM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA312/11.25, MBHA3.56 7.25, MBHA3.5619.25, MBHA3.56111.25; MBHA3.56/11.88, MBHA3:56114, MBHA3.56/16, MBHA3.56118; MBHA5.5OfT25, MasonryTop Flange Beam Hangers 7 Titen Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry z r� V / 5 BC4, BC46, BC4R; BC6, BOOR. BC5, BCS2-2/4, BCS2-316 Post Cap 12 MTSM16, MTSM20, HT5M16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50111.25, MBHA5.50111,88, MBHA5.50114, MSHA5.50116, 6 CB44, CB46, CB48; CB66, C668 Embedded Column Base MBHA5.50/18 7 C135044 SDS2, CBSQ46-SDS2. CBSQ66-SD52, CBSQ86-SD52, CBS088-SM Embedded Column Base 6 MBHU3.56/9.25, MBHU3,5511125, MBHU3.66111.88, MBHU3,56114, MBHU3:56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC; ECCU Series Bolted column caps with W1 ranging from 3-14' to 9-112" and FL#11496-R5 MBHU3.56118, MBHU5.5019.25, MBHUS 50/11.25, MBHU5.50l11_B8, MBHU5:50114, W2 ranging from 3-518" to 7-112" MSHU5,50/16, MSHU5.50118 Sea # Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3.114" to 9.112" and Sea # Product Model, Number or Name Product Description 1 X3491016.5K, X1 S1016, X1 B1016-4K, XQ1S1018, XQ1 B1016.41K 410-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3-518" to7.1/2" 1 DTT1Z Deck Tension Tie Drill Point /1 10 CPT44Z, CPT66Z; CPT88Z Concealed Post Tie Base 2 HD12 HD19 Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQ114B1224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EP544A, EPB44, EPB45, EPB65 Embedded Post Base 3 HD3B, HD5B, HD7B, HDRB Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-314 Tension Ties Sect # Product Model, Number or Name Product Description 3 XMQ114SI224, XMQ114Bi224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LC644, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SOW22500, SDW226COL SOW22838, Strong -Drive SDW EWP PLY and TRUSS PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22834 4 X0114S1224, XQ1 14B1224-2: K: X114S1224, X0112S1224, XQ1 1261224-2K #12-24 Strong -Drive X.Metal Self -Drilling, Tapping Screws with #6 i� 15 MP644Z, MPS66Z, MPB88Z Moment Post Base 2 SDWC15450; SDWC156D0 Strong -Drive SDWC TRUSS Screw Drill Point U 16 PE44, PB44R, PB46, P666, PB66R Embedded Post Base FL#13628-R5 3 SDWH1930OD6, SDWH1940OD6, SDWH19600DB, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TI MBER-H EX Screw 5 XU34S1016. XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SDWH274000, SDWH27BOOG SDWH27BDOG, SDWH2710DOG "SDWH2712DOG Strong -Drive SDWH TIMBER-H EX HDG'Screw #1 Drill Point 18 PBV6, PEV10 Round Post Base Sea # Product Model, Number or Name Product Description 5 SDWS16212, SDWS10300, SDWS16312, SDWS15400 Strong -Drive SDWS FRAMING Screw 19 PC44-16, PC46-18, PC48-16. PC64-15, PC65-16; EPC44-16, EPC48-18, EPC48-15, Post Cap 1 SB518x24, SB718x24, SB1x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDW522500, Strong -Drive SDWSTIMBER-Screw(Interior Grade) O EP084.16, EPC88-16 2 SSTB16, SSTB20 SSTB24, SST628, SSTB94, SSTB36, SST8I6L, SST820L, SSTB24L, SSTB Anchor Bolts SDWS2280D, SDWS22900, SDWS221000, SDWS221100, SDWS221200SDVVS221560 FL#35320-RO L 20 PC4Z, PC4R7, PCOZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDWS2230006 SDWS22400DB. SDW922500D8. SDWS22600DB, SOWS22800DB, Strong -Drive SDWSTIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Seg# Product Model, Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDW922312DBB, SDWS22512DBO Outdoor Accents Structural Wood Screw 1 OSSCB43 5; DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS SDWS2740OSS, SDWS2750OSS, SDWS2760OSS, SDWS2780OSS; Strong -Drive SDWS TIMBER SS Screw 2 FC643 5 FC645.5, FCB47 5 FCB49.5, FC8411.5 Bypass Framing Foced-Clip Connector SDWS271000SS, SDWS2712DOSS 3 FPHSD34S1O16, FPHSD34B1016, FPHSD34B1016-5K, FPHSD34S1214, #10-16 and #12-14 Strang -Drive FPHSD Framing-to-CFS:Self- Sea # Product Model, Number or Name Product Description 1D SOWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws ICU FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14; GS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2 25, LSFC4 25t LSFC6 25; SFC2 25, SF04:25, SFC6.25 Steel Framing Connector 2 HRS6, HRSS, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24: FHA30, MSTI26, MST136, Straps 97 mil (12 ga) 5 LSSC425, LSSC6.25, SSC2.25, SSC4.25, SSC625, MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors 3eg # Product Model, Num bar or Name Product Description MSTI48, MSTISO, MST172 S/MST27, SlMST37 S1MST48 MSSC425KW MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twist Straps FL#1.5363-R3 6 RCKW3, RCKW5,5, RCKW7 5 RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, L87I73, MSTA9, M87Al2, MS7A15, MSTA18, MSTA21, M87A24 Straps 43 mil (18 go) 7 SCB43 5, SC645.5, SCB47 5, SC849.5, SCB411.5, MSC645,5, MSC64Z5 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, GH610-8 Girder Hanger 5 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST212Z ST21I& ST2216 LSUSH3.25, SUBH3 25, MSUBH3.25 Straps 33 mil (20 ga) Bridging, Connector Sea # 1 Product Model. Number or Name AS 18 AS 18S5, AS 1830 Product Description 18 ga., Truss Plates 8 9 SCS32-5197, SCS62-5197, SCS52-51118, SCS82-5M 18 SOV4 25 SCW55 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB5B, 01.135C, G1_850, GL67A, GL675, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 101 SJC8.25, SJC10,25, MSJC8.25. MSJC10.25 Steel Joist Connectors 5 GLB7512, GBLT812, GLBT516, G2LT616, GLB71-520, GBLT620 Glulam Bearing Plate 8 LTS12 L7S16, LTS18, LTS20 Light TvistStraps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plata 9 MSTA30 MSTA36, ST6215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 X4SH3461414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy GirderTiedown 10 MSTC66, MSTC78, ST6238 Straps 68 mil (14 go) Screws W 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, M7Si6, MTS18: MTS20, MTS30, M7S24C, MTS3OC Medium Twist Straps 13 XQ1S1018, XQ1 B1016-4K, XQ1S1214, X01B1214-3-5K, XQ78S1224, X07861224-3K, 410-16; 412-14. and 412-24 Strong-DriveX Metal Self -Drilling, S� 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, S1B1 81, S/B2.06, S1B2 37, S1132 5G, S1B2.68, 81B3.12, SIB3.56, S1B3.62, S1B4.06, Top Flange Joist Hangers FL#15730-114 X0714S12244 XQ1 14B1224 2.5K; X0112SI224, XQ1 12131224-2K, X34B1016-5K, Tapping Screws Q 5164.12, SIB428, SJ64.75,S/B5.50 X1 S1016, X1B1016-4K, X1 S1214, X161214.3 5K 13 SIBA212(8, S/BA2.12/10, SBA2.12/12, S1BA2.12/14, S/BA4.18/8, SIBA4.18/10, Top Flange Joist Hangers Sect # Product Model, Number or Name Product Description Z J SMA4,18112,S1BA4.18/14 1 ET -HP Adhesive Anchorfor concrete Z 14 SIH1A Hurricane Tie 2 GAG, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S1HD8S, SIHD8B, S/HDIOS, SIHDIOB, SIHDI5S, SIHD159 Holdowns 3 PDPA, PDPA-K, POPA-MG, PDPAT, PDPAT-K, PINW, PINWP PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies 16 S/HDU4, S/HDU6, SIHDIJ9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 --i 17 SIJCT, SfHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. August 10, 2022 PA 1.3 ---7 � i 1 lei i � � >; i i� ► � --� M DADE= AGA34-DADECOUNW PGT Eadhistiies, Inc. PGTInditstijesjur. U) > C:) _0 0 UcrCCKTROL SECIMN PGT 10ustries. Ine. CDL 0 L_ 11805SW26ftee�.Routhl-04 11, NOIXLOF-ACCIEPTA,.Nt—'E.L-�IDENCESITBMTTED NOTICEOF.ACCEPTANCY,:EN.-,IDE.N'CESUISMUrTED, co -0 DZPARTMVff GF FXGUIATORY AND YCONON[IC RESOMCES MM) MIAUL� F_10rMb: 33LI75-2474 13(19LBIJ AIM CC0EADMW5TRXn0N1DrV1M0N T (736 F )3L-5259D NOTICE OF ACCEPTANCE: EX, IDENCT SUBMIT TED D. QUALMY ASSCMANCE U) L NOTICKOF ACCEPTANCE (INTOA) www_wigniAade_tffiec*&o=,F I- Evidence- submitted under previoas.N A M TESTS (condnoed) L Nfianni DadeDepartment ofRegulatoty and Economic Resources fRER)- CU U) PGTIndintrin Inc. f A. DRAWINGS 0 IL 10,70: Technology DTfn, e, L Manufadurets die drawings and sectiDus. 5- Test report on 1) Airlefiltratim Tw, per FBC, TAS 202-94 -RTIFICATIONIS 0 0 North Venice, FL 3427.1-4 2) Uniforin Static Air Pressure Test, per FBC, TAS 202 -94 E. MATERIALCE 0 U_ S C On., 2- Dmving No. MD-5570.0, titkdVn_rj1 Sliding Glass Door NOA. (1W, sheet 1 3) WaterResis�e Test, per FBC, TAS 2102--94. 1 - Notice of Accept=ce No� 29.14 iss to Vision ExtrusionLitnited fortheir Co 0 co ThisNOA.Isbeiugissuedunder use 11ke thmugh 21 of 21,papared by manufacturer, dated 10,05115, with revi&bn A dated 4) Law mis� impact Tesi per FBc, TAs 2o!-g4 'White Rigid PIVC Exvwior Extrusions for W, indows and Doore', dated OS113115., M 0 > U) -0 F= 0 dotuaLmttlim,tubmittedhasbeL��nteviewied and aiccvpted.byMiami-Dade CountyRER,-F�mdw-tContmiSeefiodto 0 V05/17, signed and sealed by A� Lym IvMff- P.E. 5) Cyclic Wind PrtSWRL Loadingper FW, TAS 203-94 CY41*W- on'0930)19. C/) (D (V be und in Wman Dade Couwy aud Qtb" arenwbcre allowedby theAiAcfity Hamglusia,� (AHJ). 1-94 6) Fmted Entry Test, per FBC_ TAS 20. 1 Notice-ofAcceptanceNo. 16-0920M Lqswd toVisionF_Vn-zi=I;=ited f6rtheir �171 U) CU C:) = M This NOA &bill notbe valid after the expftat4m date statedbelow-The Miami -Dade Couqj�r Rrcduct Cmtml Secim B. TESTS AM uith marked -up drawings and installation diagram. of vinyl shdM glass door, priepared 1000 Tan 202 and fthter Shades (Non-Allite) Rigid PVC Exterior Extrasions for F— -0 U) (In Kh= Dade County),ancVorthe AHJ (m areas oduT than Nfja=Dade Couwy),res erve the right to have this -26-04 Testreporton. 1) Uniform. Static Air Pieware Teo, Per FRC._ TAS 2 by, Fenestration, Tatmg Lab Inc - Test Report No FTL WO, dated 1 VOM 5, signed and Windows and Dow s" dated 12,ftlld, expirigg on: 1129M_ product "miletiol testedfo; qualityasumicepuqxses. IftLis product or materialfals to petfonnia the a=epted 22) Large N�sile'lmpact TW per FBC, TAS 201-94 sealed by Idalmis Ortega, P, E, (Fest report wAsed on 12AAll 5 and OM 1116) 3- Noticeof Acceptance No. 14-4 _5281 5 issued to Vision F_xtrusion Limited for their -Brown mannei, theniaxm&dwer willincurtheexpense ofsuchte-s=gandtheARTmayimmediatelyieioke- modify, or r -94 3) Cyclic Wind Pressure Loadingper FBC, TAS 203 6- Tegt report on 1) AirInfilwation Test, per FBC, TAS 202-94 Coated (Painted or Laminated) White Rigid PVC Extedor Extmsions for suspend the Use of Such PMdUCt or material WA= 1hejrjUM&Cb=, R JeSeMeS t a t to V thjS ER h ri,& re oke along Vithmarked,:-up dziwig's andInstaMfift4iiiagram ofvim4 sliding glass doM prepared 2) Uniform Static Air Presswe Test. per FBC, TAS 202-94 Windows and Doors" dated 08113115- ocpirig on 09,30119- acceptance, if it -is determined byMiami-Dade C=AYPMdUCt Control Section that this pmdwt a T_ Material fail a to Meet the reqUireMMt0'of1ha`aP&Mbk_ bWding Cc&-- by -Fenestration Testing Lab, Inc,, Test Rrport-No-FTL 8717, dated 12XV15, signed and 3) W2terR&sistmce Test, per FBC, TAS 202-94. 4_� Notice Of Acceptance N 'I L 0_ 1"71_.02 im" to ENERGI Fmcstration Solutions USA, This prmodu&isappr�ovedas(le-Refibedheze-mandhas the Florida BWI&L g Code- on 0211 6 and se2l& by Idalmis Ortega, P_ E_ (7est.opott fevis;ed -511 02)M.16) 4) Large Missile Impact Test per FBC, TAS 201-94 N-3040 and Lighter Shades (Nou-U%*) Rigid PVC E r Inc., for their "TA. Xterio .inchw2hig the High Ve-jocity Hurricam Zetie_ 2, Test report an 1) Air Infiltratim Tes;t r per FBC,. TAS -M-94 5) Cyclic Wind Premne Loadingper FBC, TAS 203-94 Extrus�ious for"indows and Doors" dated 09115116-'expidag on 02*402 L DjEwRwnon,serlies -5-557612 7701-'Vizt�i _%idJaig Glass Door (RAnforred) w1wo 904 & 135# comers-L-UL 2) Unifann Static Air Pmsure Tea - FRC, TAS 202-94 I -per along with marked -up &zwuip and insttalWibn diagram ofvmyl sliding glass door pWared 5. Notice afAcceptance No� 1"712.04 issued to ENEFLGI Feriestration Solutions USA, AXPROV,AL DO C'UMENI-r- Drawing No.V.LD-55,70.0 RevR, fifled LIVinyl Sliding Glass Door NOA (LM)", dwes C 3) WaW Resisl=ce Teit, per FB �, TkS by Fenestration TWing Lab_ If Test No. ]FTL 8 �,57�. dat&d.Ll 2AW15, Apaed and Inc, for thek -Bronze and Lighter Shades of Cap Coated Rigid PYCIxterior 4) Large Missile Imp=t Test per FB4C..TAS 201-94 waled by Idalmis Ortega, P. E_ (I-estrepait revised on 0211 5�22016) Extrusions for Windows and Door s" d - ated 09A 5116- expiring on 0411&20. Uffircugh2l of 2 1, priVaredbymauafactures�, dated and last revised, on GM1121, signed and sealed by 5) Cyclic Wind Pressm Loadingper,FIBC, TAS 203-94 7. Testreporton 1) Uniform, Static Air Presmre Test-, per.FBC, TAS & Notice of Acceptance, No- 16-0712.03 iwued to ENERGI Fenestration Solutiom USA, A. Lynn Miller.. RE, beamg &a Afian�-Dade CountyFroductContrd Revision Ammp with theNctice of .6) Forced Entry Tcsl, per FB.0 - TAS � 20 2- -04 2) Large Mimic Impact Test per FBC, TAS 201-94 Inc. for their "W-like Rigid PVC Exteriar Extrusions f or Wlindow. & and Doors- dated AccVtancenumberandexpiration date bytheMmim-Dade Gm�,Prodact ControlSection- R�tTwG: Lary and Small Mmile Impact Resiso nt along withmadmd-UP drawih9audins;W1h6= diagram of vinyl sliding -glass dookprepared 3) Cyclic Witrid.Presaum Loadingper FBC, TAS 203-94 09110117, expirmgon 01MR. .L%1ftSSRX1WACT by Fmestrat= Testing Lab, Inc- Test Rrport No_FTL 9546, dated 1 IAWIS� *ied and along with marked -up drawmp and installation diagram of vinyl. sliding glass door. prepared 7- Test reports No(s)- 1 0-M-79AA), I G-O&M052 T_ 535753-09- per ASTIME44, Limitations: I - See table I (sheet.Z) and table 2 (sheet D for applicable_8GD wiii sim, dmign pressures, reinforcemeats. types7 sealed by Idalmis Ortega, R, E_ (Test report revised- on 011044i'5 and 02JIV2016) by�Fenestratim Testing Lab, Incjest- , Report No,�FTL "38 (samples- A-1 thm A-22). dated ASTND 1929 and ASTND-63 5, k%xd by EXOVA to Vision Extru:sion for celhilosic gWstypes�lsill fiser (w-e table% U-l* B-2 j sheets 7-8), aud anahorlayout in I I thill: 1, 6.. 3, TM reporton 1), Air Infiltration Test., per FBC, TAS 202-94 1149110, signed and sealed by Jbige A- Causo, P_ E_ (SnbM&kd pnd�er.NOA No. 11- composite Material- 2- RigidWhite PVC, Tan (Non -white) Rqp�dFVC andBrcnm coated (Paiatedorlaminated) white I Ri id n7Ctobe 21) Uifform StaticAir Pressure Test, per FBQ TAS 20244 .010704) (Submitted under Al"OAA16. 1141#7. 04) z labeled per reftenced NOXs rkuk-eff-les, 3) Water Redstance Test, per FBC, TAS 202-94 8 Test report on 1) Air letbration Test, per FRC, TAS 202-94 8- NoticeofA-cceptance No. 14-0916.11 issued to Kuraray America., Inc. for their 3- Egress operabledocrs mmst cc�y wit hmin clearwidthof height perFBCLfeqUjeMMt, aS apffiCable 4)LargeMis�.ImVaUT61 'FBC.TA9201-94 P!f 102-94 2) Uniform Static Air Pressure Test, per FBC, TAS 2 "Seati-y-Glast, (Clear and VihhA-) Interlayee, -eDTidug on 07/04/18. 4. Pack -at walls, under separate approval, to be revieived by Building official 5) Cyclic Wind Pmwle Loading per FBC, TAS. 203,94 3) Water Resistance Test, per FBC, TA S 2 K-94-. 9- Notice ofAcceptance No.1&1117.01 i&sued toKurmy America, Inc-f6rtheir LABEUNG: Each unitshan bear a pennanent label with the inannfactur&s name orlogo� cityr- stateandwries Wd 6) Forced Fjdry T�est, per FBC, TAS 720-CA - 4) Laz-ge Mis0e lopa Test perFBC, TAS 201-94 "Trosffolt Ultrackar, Ckar and Color nB lumlaYers-1 expiring on OTUSA9, fbHoWiugsta*mxwt.'%EamiZ&de Co=±y Product Contral Approve&', noi�-_dhffein. along with marked -up Oawmp and installation, diagram of vmyt slidmg gbm do",p-ej� 5) Cyclic Wmd Pressure Loadin,gper FBC, TAS 203-94 W RENEWAL of this NOA shallbe cocuidered after a reneval applicabm has beenfiled and there has beemno by Fenestration Teqmg Lab, Inc, Test Report"No, FTL &547, dated 12/04)15z signed and 45,)F'&W& Env Testr per FBC, TAS 2,02-94 change in the appficablebuil&* code,negafively affecting tho pedcumwe of ffiis pro&ct sealed by'1dalmiSL'G"k1A 11. E-k7est piortirviwd, -on. 02111 5n. 6) along withmarked-up drawings and iustallation. diagrant,of vinyl sliding glass door, pWaired L Statement letter oftonforniance with FBC-5& Edition (2e14) and FBC-6&Edition TERINIENATIONofthisNOAwill "cur A&ertheexpiratwndateor if thesehasbeen wrevishm orcliange mi the 4- Test report on 1) AirInfiltration Test, per FBC, TAS 2024" by Fenestration. Testing Lab, Inc-, Test ReportNo- FTL 633 7 (saiMiles A- I tbru A-5� dated (2017� is� by manufacturer- dated 0&114/17, signed & w2led -by Lynn Miller, P-E. niatietials, usez andlor mataffactttre Ofthe pro&ct "process- Nfimm of*u NOA a's anendonememl of myprodact, 2) Uniform Static Air Ptemne Tmtz per FBC, TAS 202-94 110fiqO, signed andsealed by Jorge A. Camo, P. E� Submined nnder A10.4 N& 11- 2- St2temeW letter ofto financial intereA, dated 0411947, issued by 11121111fACtUfler, Signed fersales, advertismgox any offierpuqxnesshall aut&maficallyte=iha* this NOA-FailuretG complywithany 3) Water Rrsistmce Test, perL.FBC, TAS 202-94 0107.09) & sealed by Lynn AfilW_ P�E_ section ofthis NOA shall be cause fbrtei:mit� and removal ofNOA- 4) Lvge Iftsile'Imp.1d, Ted pff -FBC- TAS 1-01-04 3. Le"er of labcompliance" part �of the awyetest reportsi., ALDVERTISENWNT - The NGAnutuber preca:leedby the wor& MiLami-Dade County. Florida; and follow-ed bythe 5) Cyclic - Wind PreswreLoading per FBC, TAS 203-94 C. CALCULA-1TOINS 4� RE& Imt PropoW No- 170387� dated 05/05A 7'r st� by Ishaq Clmda- P_E_ eipiratift date=Ay. be displayed in a&w6sijig 1herature., If anyportion of the NOAis displayed, then it shall be 6) Famed Entry Test, per:FBC, TALS 2024A -2 I Amchor verifiadion calculatu'3118 and structural aaabrsis, con4dyn with FBI C -014, doze, in its -entirety- along with marked -up dra winp and ia�tion dh ,gram, of vinyl slilding,glaw door, prepared -T Signed and d Y preparedbyPG ,datt!dl2;U9fl52nd.L49imiwdcn,,02,'1.1'16- w* b G. OTHER _rs%X4 LNSPEC-n0'_X: A copy of thiseatireNOA-slallbeprovided to theuserby-the mamtfitckder or its disftfttors and by TFenegntibn Test&g Lab- Inc., Test Report No. fTL W48: dated l2fD4,1 -15, signed and ArLth=yT- Millar, P-E. (Sabinhied unde-NOANa. 15-1210.01� L Notim of Ar cWa= No. 1571210wOl- to PGT IndnStrieS,, fOF their SedrS 00 be available ffir-kspettimat &a ob site at the iequest of the,13uilding,Offlcial. J sealed by Idalmis Ortega, P. E_ (Test report.mvised on ODOM 6 and 02414 6)_ 2, Glazing complies with ASTIVIE 4300-09- j'ff g on /1, 1 ��57 0/2770" V invI.Sliding Glasis Door (Reinf orced) - LX .P= 04 4,12 mg= U CL M This NOA revises & reftEYM NOA 920-10429.05 and ccusists of thispagg I and evnidescepa�s E- 1. E-2 E-3 E-4. 41 :E-5 & E-6 as vretlaS 3PPMWI document menfioned abom.- The mkmifted docurwatition w-,H wviewed by Ishaq I Chandai PJE-L hhtq' I chaz4a, PX. khzq I Chamda,�PZ I L It 01 Bhaq:L Clawh, PX. 15- & Product CoUtrOl U-3df SUPN-ti�r Product Control UBRSupervlsor Pr5duct Coaftol'Unit Supern'sGr NGA No.k Zi -0245.03 No� No� -�-03IDS.'e3 NO�rk.Nto. 2. 0 0 )ExpirafieuDatet Aprill.411026 ExpirationDALIt- Aprill-1,2026 ApprovalDatei Afarcli 2.55,10121 3WLr pril 14,2026 E afiea%te- A Approval Date-.' Aurth 1.5, 2#21 E Xpiratiol" Date. AprA14,2026 I Date- A-farck 2.9, 2421 j.Z4 rp Appre'ralDitte.-Marelt 2-5,1621 -Appr9ra X Page 1 1-1 E -:2 4A M..= Z do - FGT hulmftun, lik. CGI Windows: and Doors, Inc. PG, T Industries. -Inc. N OTICI a F A� 1c c Err -AN q E: E N! D ENITCESUBAln-IMI) NOTICE OF ACCEPTANCE.- EVII)EINCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE 2. Exideace SubmW, d under pre-dous submittal AL CER E� I TIFICATION$ (continue) VTERL 3. New lAidence Submitted. 5. Quanex Part SuIZLr SMer.Standard compbring withAST M- C518 Thte=1 Conductil-ly A. DRAWINGS 0_881 BTU-in� hr_-ftA---F, AS -MI F INVIR-Pm, ASTM D3985 Oxygen-Pass� ASIM E A. DRAWINGS 1. Drawing No. -AM-515-5570.0 Rev,B, titled -Vinyl Sliding Glass Door NOA (11a', shnu 21,90 I.G. Dumbility-No Fog -Pass. (Submitted underpm*ws NOAX& IM409.05) L Drawing No- MD-5570.0 Rev B, fitted "Vinyl Sliding GjMLDoorN0A (iW, sheets 1 1 through 21 of 2 L, prepared by ii�cturt�, dated 10,054 5- and I-L4 ro-Ased an iffirougb 21 -of 21, pfepamd by mmufacnirer, dated, 10105JI5 and.last revised on 02/0112 1, 0402.1Y20, stned and sealed by A- Lynn Miller, RE- 6. Quanex Part Durase"al complymg with ASTM C519. Tbermal Conductivity 2-22 BTU40 signed andsealed by A- Lynn Miller, P.E. hr 4F-OF, ASIM F 1249 V4TMP=_� ASW D 1434 ALTaA Penneatice-Pal ASIM, E - 'K Note lb� revision consists replacement of same existing mstallation sarw with flat head- & TESTS 2199 I.G_ DurAbility-No Fog, ASTM E 546 Dew -Point Development -201F in -48 hrs- 1. Test reports on: 1) Air Infiltration Test, perFBC,TAS 202-9-4 (Slubvi ftd u n der NO-4 N& I "46k 05). 2) Uniform- Static Air Presmm Test, Loading per FBC_ TAS 202-94 7- Vium Extrusioak, Ltd- Puts complying with nYC-AAMA 303-13, Voluntary Specification B. TESTS 3) Water Ressistance Test, pef FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PIVQ Exterior Profilm for Vmm Extt�l Ltd. VIEX 1 by 1, None- 4) Large Missile Inpact Test per FBC, TAS 201-94 AAMA F eaestrat= Extertar PtoPile Certi&ation Prozrain. (Snbffdmd under A 0 4 Nix 15 5) Cyclic Wmd Prewure Loadingper FBC, TAS 203-94 0-409. #5), C. CALCIIIATIONIS F= along with marked -up drawings and installati I on diagrain of all PGT Industries, Inc 8- Vissim Extrusims, Ltd- Parts complying with FIVC-AAALk 303-13- L None- repirserttative wifts listed below and tesled to qualify Dowsfi 791 and Dowsil 993 silicozies. gubrid&-d under NOA No. 15446-0. a =3 prepared by Fenmtrahon Tmting Laboratory, Inc., Test Reports No-- 9., PVC-AAMA, 303-13, Vo luatay Specification, for Rigid Poly -vinyl Chlonde (FVQ Foderior D. QUALITY ASS NCE 1TRAZ FTL-7897, PGT PWS520 PVC Fixed Window (atdt 6 in proposal), dated 09,10M4 Profiks for Vision Extrusions- Ltd. -1 by A.A.MA Fenestratim'Exterior Prof& -VEK 1. Mami_Dadt DepMtment Of RqUhtoryL and EconomiC ReW=es (RER)_ C/) FTL-20-2107.L PGT SGD780, Alumim= Sliding, Glass Do" (w* 7 in pfoposal) FTL-20- ef f fification Program 2107.2, PGT C.A740 Ahnn Otxtg�, Caiement Window (unit 8 in proposal) FYL-710- 10- Notice of Acceptance No- 18-1217.14 issued to Emergi Fenesirahm Sohfi)z, USA, Inc- for E, MITERLAL CERIMCATIONS. 2107.3, PGT PW7620A Aluminum Fixed Vilmdow (unit 9 in pwposal)and YTL-20-1107.4� their "ran 3040 & light shade (non -white-) White Rigid, PVC ExteriorExtrudons for 'Windows L Notice of Acceptance No. 19-0305.02 ismied toKurarayAmerica, -btr. faf their > PGT PW7620A Akmfm= Fbced Window (unit 10 in propos* dated 07113 M a signed and Doors-, expiring on 02/04)21.. "TrasUoM 111trackear, Ckar� and Cobt PVB Glan Interlayeie, expirtgon, 07V804- CO 0 and sealed by Idalmis Ortega. P_E_ 11. Notice of Acceptance No. 1"122.02 issued to Flergi Fenestration. Sblatipn� USA, be, for 2- Notice, of Acceptance -No. 17-080&02 issued tGKuraray America, Inc., fortheir series, `%Ue Rigid PVC Exterior Extrusious bw W g on indows and Doari% eWirin _ on 07/U123_ "SentrTGlast (Clear -and Whke) Glass Interhyeri", expiring > CL CL C CALCULATIONS 02,29Y21 3- Notice ofAcceptanceNo- 18-1106.10 i&Med tQVi4on T.XtnLqionsL Limited forth= "Brwn 0 < L Amchor veriftation calculations, and gnxtml analysis� complying wzffi FBC 7 12. Notice of Acceptance No-22"203.031ssued to. Energil Fenestration Sakitm, USA, Inc- for Coated Tainted or Landa red) White Rigid PVC Exterior Extrusions for W indows Edition (2020� dated 041220-0. prepared by manufacturet- signed and, sealed by their 'Brame & light shade cap coated White RigIA PVC Exterior Exft-udons� for and Doot s7% eviring on 093Q/214, AztbonyLynnlvfiller� RE Windowsand'Doors-, expiring on.0411&25� 4- Notice, ofAcceptanceNo. 14-1106.11 issued ToVision Exwisiom Limited for thmsmes; =3 2- Ghmgr-an*&sw.#hAST-ME1300-44,-09,-12anA-16. 'NT- 1000 Tan 202 and lighter shades Rigid Cellular PVCExterior D. QUALITYASSUK�LNCE F. STATE_WN-TS Extrusions, for Windows and Doon-_ expiring on 12/27M 1. 0 Nliami-Dade Dqparlme�t of 1�egulatofy and Economic Resources (RER), 1. Statement letter of cDnfannance to YBC 711 Edition (20-V), dated 04.22,20, i&wed by ln=&A ft rff, *iked, and sealed by Anthony Lynn Miller , YE- F. STATEMENTS E. MIATERLALL CERTIFICATIONS 2. Statement letter of no financial interest and of indeperident, issued by mantifactuser. dated 1- Statement letter of confmnance to YBC 76 Edition (2020), dated 022101M, i%ued by L Notice OfAcceptance No. 1"10-5.02 issued to Kararay Anxq*a Inc. fortheir 11 04/1",, signed and-seaLed by, AnthonyLyan hfillerL PE' - m=dacft=_, signed and sealed b Miller _y Anthony Lynn , P_E�' Cl) "Trasffolg Ulft-dclear, Clear, and Color PVB Glass InterlayerC, expiring on 3, Private Labeling Ageement domment between, PGT. dated 0330115 and signed by -all 2- Pnvat.e Labeling Agreement dated (13M&I21 between PGT Industrie:k- Isic. and CGI co 0 L-7/08Y24- involmed partie& Windowsand Doors Inc- signed ty Dean NL Ruadr, P.E., VP. Engineering- on bdmff of 2. Notice of Acceptance No. 17-080&02 issued toKuraray Amnica, Inc.1ortheir "Sentry both ampanies. < Glast (Ckw and White) Glais Intertayei-s-, ei#� on 07/04P23- G. OTHERS 3. Notice of Acceptance No. 18-11.06.10 iss;ued to Vision, Extiusions Litn:ited fbr their- "Brown L This NOA revises NOA# 17-0421(L06 (PVT w/CGI) and updates.to'FBC2020 (7& Edial ml G. OTHERS Coated (Painted or laniinated).lNlite Rigid PVC Exterior Extrusious expiring 04�2 1/2 1 0-5 (PLA w/CGI� expiiimg M+26, L, 1his NOA rei-bes & renew5 N0.02 0-0429.' for Windows and Doore. expring on,09/30124- 2 - REk Test proposals, #194155 dated 01116-2 'handa, PX,.,exp - 0approved,byIshaqI-C -42" 2. ne current nsociated PLA C G1 f ik #2 1 -.01, o;piring 04/14Z26. 4. Notice of AcceptanceNo. 19-1106.11 issued toVision LxrrusionsLimbed fortheir 04,441121- series "VE 100 Tan 202L and "ater shades, 11ite) Rigid CelldarPVC tw LLJ Exterior Extrusions for Windows and Doon`_ e�qyiring on 12P-PY'2 1. < IsbAq L C6a&� P.E. Iskaq:L Chauda, P�E. Product Control Unit Supervisor Product Cont�l Luft Stqxwvm'r Product control unit sup#rTi�vr 'No k No, 214-125.03 TNe. Z1420F.W. -NOA- No. 21-0 2 05A3, Empiration Date: slpril 14, 1016 Expimfioa Dad&.- .1pril 14.1024 FxpiratiGuDatet -April 14,2026 App r ovA I Da te - _�&r ch 2.45, 2 0.11 ApFrroN-al Date:- Martik 25, 2021 E4 SHEET NO. August 10, 2022 I PA 1.4- U MIAMi•t11lDf MIAMi-DADS CG111NT`i PRODUCT CONTROL SECTION Q Q� O OL O Q �u�t"� Tett? USA, LLC Cast -Crete LLC Cast -Crete USA. LLC C � .0 CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 � BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315 2590 F (786) 3 15-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U) L- NOTICE OF ACCEPTANCE (NOA) millinidade.Qov/economy N -0 U 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605,04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0"3.03 L_ Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 L L Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details `, sheet I of 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details'; sheet 1 of 0 }. O prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT461 Z, titled "Cast -Crete 4 ", 6" & 12 " co O > • S+cc�PE, "Cast -Crete 4" 6" & 12"Lintel Safe Load Tables" sheets 1 through 3 o 3, prepared s g p p ,, ,1 LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Sae Load Tables" sheets 1 Lintel Safe Load Tables > sheets 1 through 3 of 3, lust revision dated 06I12�14, all .— O CU � � L . . . This NOA is being issued under the applicable rules and regulations governing the use of construction materials. .. 'l 28, 2 3 0 Craig Parrino, P.E., dated March 24, 2003, last revision #1 datedApril 00 both .� through 3 0 3, prepared b Crai Parrino, P.E., dated March 24, 2003, last g f p p y g prepared, signed and sealed by Craig Parrino, P. on 08119114. � — O M Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on CU +� Q Section to he used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22; 2012. B. TESTS .0 (�) L Test report on,llesural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and B. TESTS 1. Nine' This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control UniflledModels, total of (13) concrete lintel specimens, perASTME-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the A. J (in areas other than Mimi Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04✓10103, signed and I. None. 1. Calculations or Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, f p g g this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the A14J .may immediately revoke, 1• Noone° modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, .if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to inset the requirements of the applicable building code. q pp g Parrino, P,E, signed and sealedb CraigParrino, P.E. y 1. By Miami -Dade County Department of Permitting,. Environment, arid Regulatory Affairs. 2. Calculationsfor Cast -Crete Lintels, dated 05/29103, 140 pages, prepared b Craig f p S p P y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, F.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code, 1. None. DESCRIPTION: ( Cast -Crete) 411, 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed .Lintel Details", shut I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig - prepared by Craig Parrino, P.E., dated. Marsh 24, 20(!3 and Drawing No. LT4612, titled Cast Crete 4 , 6 & 12 200 1. Letter from Cast Crete Corporation, dated February 03, 2012, signed .and sealed fr' IJ _ '7' Parrino, P.11., certifyingcorn trance with the Florida BuildingCode, 2014 Edition. P Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 1.2, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 ;Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #- 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT ]RATING: Large and Small Missile Impact Resistant 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade titled Lr4612 2003 and Drawing No prepared b repy g , .., , . , pdated March 24 E P Parrino Craig 1. Norte. B. TESTS County logo. "Cast -Crete 4', 6" &12" Lintel Safe Load Tables`, sheets 1 through 3 of 3, prepared by 1. Norte. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March II, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1, None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any L Mone. D. QUALITY' ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1, By ilfi miDade County Department of Regulatory and Economic Resources (RER). L None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance ice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- . shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA; Inc., dated 08108/17, signed & sealed by Craig Parrino, P.E. c This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and w Ca E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. elmy A. MaTkar, P.E., M.S. 'Section elmy A. Makar, P-E., M.S. C>IHcfmy A. Makar, P.E., M.S. ti p< N Product Control Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor H dU�NOA No. 20-0630.15 NOA No. 20.0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 a � MIAMFDADE C{3tJNTY l7 • s Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration hate: 09111/2023 .c w a } a) Approval Date. 08/20/2020 f ¢ Approval Date: 08/20t2O2O Approval Date: 08/20/2020 Approval Date: 08/20/2020 .� Pagel E-1 E-2 E-3 4 � d � � c a E 0 u Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS L None. 1. None. B. TESTS B. TESTS 1. Nine. 1. None. C. CALCULATIONS C. CALCULATIONS (D 1. iVone. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS �..+ 1. None. L None. F. OTHER F. OTHER C_ 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- .1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- � ( f) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-01,30.14 2. Compliance Letter with the Florida .Building Code, 2020 Edition, issued by Cast- A. DRAWINGS Crete USA, Inc., dated 06/11120, signed &seabed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`; sheet 1 of Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete. 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last }, revision dated .Tune 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. B. TESTS 01. None. C. CALCULATIONS 1. Nine. Cl) D. QUALITY ASSURANCE }, U M m 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Nine. F. OTHER 1. Article of Conversion for a name change. O i w e my A. Makar, P.E., M.S. Cl Hehny A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Bate: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J E-4 E-5 n- SHEET NO. August 10, 2022 PA 1.5 - - ___ - __ - ___ ____ � � ,.. 11_,;""�,�P �,,, 4g. "I �11 1�1. .., � - S,� . � - — 1111111111111111111111111111111 __ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , ", �i 11 - i.- a , IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - - � 4a . -.k- - akt,� I � /I I L I E (:.-,:O: --IN NC ' TILLIT TESTING & ENGINEERING COMPANY _WA T �,",k A. TILLrr, MI ?.E� Wte xo F, ,.,!. � 147 I'L C A LI"_.W"_0Gw1?9 PRODUCT EVALUATION REPO&T REPORT NO.: 20-0728.01 DATE: July 28,2020 PRODUCT CATEGORY: Shutters Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER; GIQUI PrQWdWaR"dua&" 4800 S.W. 61 Street Davie, Flarida333`14 ,1. PURPOSE OF EVALUATI N; This is a Product Evaluation Report issued by Walter A. Tillit Jr., P.E. ($ystarn ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I 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 Gode� This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2., EVIDENCE 811.1 - WITTED. 2,1� PRODUCT EVALUATIQhiDQqUMEN7 (RE.D.1i Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thria 26 of 26 prepared by Tilteco, Inc,; signed and seated by Walter A. Tillit, Jr., P, E.; dated 07/2812020. This d rawing Is an integral Pa rt oitlp'ls Evaluation Report, ,,,,,T11L`,',!` A ',"�', .,��-� ............ I/". I g,�� .. '. V� ,,, __1 11-Ic- �. \CEN "' , I *_ __ 11 , � i4--l-=��'... V k9, - - - - . � �, r � __1 - �- . No, 44167 " - 11 , e *-. I - . � , zel�" , * : � / Z � �' - . I I --,:I,-. - U, 14 , ov X-, .. �srkl"-. to , . �:,,. Rlu� `, �-,l 1�1. S'S'1 L. '. \N'Z 6355 N,W. 36th Street Suite 305, Miami, Florida 33166 - Phone, (105) 871-1530 -111;81*)�01,k GENERAL UM: , ... SWT Nis PRODITCr VAU4A"N DOCUMEhr (Pxv.) HAS Raw VERIFIED FOR COMPLLANCE IN T415 ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA SOILDINC, CODE DESIGN WIND LOADS SHIVI 13E DETERMINED AS PER SECTION IWO OF THE ABOVE MENTIONED COX FOR A WIND SPEED AS REQUIRED BY THE ,,UR1SDIC"nON WHERE T14ESE SHUTTERS WUI BE ffIS'TALI-10 AND FOR A DIRECTI(MALPY FACWR Rd.4LI15. USING ASCE 7-16 AND SHALL NOT EIMUD THE NUVAIUM (A.S,D ) DESIGN PRESSURE RAT*GS INDICATED ON SHEETS 7 THRU 12, 14. 15. 16, IS & 20. IN ORDER TO VMCY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OVE"INED PER ASCE 7-16 SHALL 13E FIRST REDUCED -,a A,&O. DESION WIND LOADS By MULTIPLYING THEM By O,S IN ORDER, M COMPARE THESE W/ INNX ULS,Q) DESIGN PRESSURE RATIMCS INDICATED ON SqCETS 7 THRU 17� i4, 15, 16� 19 & 20, IN OMER TO VERIFY THAI, ANCHORS ON THIS P ED AS TESTED WERE NOT OAR STRESSED. A WX MCREAse IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS- FASTENERS SPACING To WOOD HAS SUN DETERMINED IN ACCORDANCE WITH &D.S. 20141, STORM PANEL'S AMOLKICY FOR IMPACT AND, VARD MISTAKE HAS PEEN VERIFIED IN ACCOROANCE WIN SECTION i626 OF THE ABOVE WENUCNEo CODE AS M HURRICANE ENGINEERING & TESDW INC, WPOFnS %-5$9, Sfr-570 A 96-730 AND FENESTRATION TESTING LOB FNC_ REPO" #2012 & 1212A � AS PROTOCOLS TAS-20 1, TAS-202 AND TAS�M AS WELL AS AMERICAN TEST LAB Of SOUTH FLORIDA REPORT 002 1 9.07-09, AS PER LAS 201, TAS 202 AND TAS 203 STANDARDS, 2- ALL ALUMINUM DaRUSIONS TO BE W63-TO ALLOY AND TEMPOL iUKESS OTHERWISE NOTED), SEE SHEET 2 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HII ALUOY� 4 ALL SIIE�L SHM METAL PAWLS SHALL HAVE STRUCTURAL QUALITY 53UL Amu A-433 GRACE 50 MINIMUM. C-60 CkVANUED STEEL DESIGNATION W/FY- 56.S w (AFTER ROLLED). S ALL SCREW$ TO BE STAINLESS SIM X4 OR 31 0 MST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W 80 Iai YIELD SERENGTH ,AND 90 �w TENSILE S'WNCFH & SHALL CC14PLY W/ "IDA BUILDING. - I 1�, SECTION Z4 , 13.4. S BOLTS TO CC AS7M A-JO7 GALVANIZED STEEL, OR ASI a04 SERIES MARLESS SITEEL, WITH JV ial MINIMUM YIELD STRENGIHL I ANCHORS TO WALL SRA.J. M AS FOLLOWS - (A) MJD9ZD&_e9L)J�QKRETE_ --,I/ '# TAPOON ANCHORS AS MANUFACTURED BY IT.W, EIVILDEX, INC (Mi.. t'.-3192 F.i) /V . � 7/8" CALK -IN ANCHORS. 05 VANI)FACII)RED BY OCWALT INC. (WIN, fo-3000 m#,,) - 1/4"t 1 ,1/4� SOUD-SET ANCHORS. AS TAETRtSUTED BY ALL PONT BMW. SOLT & SPECIALTY cc. (kh" , t*� P...L) - 114-10 PAREUMATE FEMALE 0 & PANELUMTE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS, COW 1'3350 p.) _ , 14�O CF TAP-GRP ANCHQRS� AS MANUFACTURED BY TRU-FAST CORPORATION (f'3600 p.-) AL) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I �i/4*: ,*" FOR pAHIELWATE FEMME ID AND PANEMALTE PLUS AND I 1/4- MR Cr TAP -GRIP ANC"0i A2) CALN-IN & SOUD-SET ANCHORS SHALL HE EUSIODE0 7/5' INTO THE POURED CONGROZ P#O EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREW USED SNAUL BE 1 1/2* LONG MINIMUM SHOULD STUDEG EXIST. No I' MINIMUM FOR WALL$ WITH NO STUCCO. #0 MAX BE HEADED SCREWS OR ALL TYREADED SMONS W/O LEAU� BUT WITH "NG HIM A. 3) IN CASE THAT PRECAST STORE PRECAST CONCRETE PANEL& PAYM STUCCO OR wow BOARDS BE FOUND ON THE EXISTING WALL OR FICOR. ANCHORS SKAU BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS 44CHORMX SHALL BE AS MENTIONED IN XI) AND IN A.2). (a) 1]UZI:%MQ_QWQSEMJLQQ%_WALL_*n"__"1 - /4' 0 TAKON ANCHORS AS WNUFACTUREID BY 1, T W IOUNLOIEK, INC, _ :/4 0 x 7/8' CALX-LN ANCHORS. As WAIUFACTURIETT 10 KWALT INC (WIN. t'1500 ".,) _ i/A V X I/V SOLO-Scr ANCHORS, AS DiSTRIBUTTED BY ALL POINT SCREW. MI ,III SPECIALTY CO. - <MN. J�_Iaoo P..j.) EMALE to AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION 174-1 0 PAMELMATE F. pnm 'F_ (MIN, r-201I T,�,,) %%I L - ,/4' 0 U- TAP-OMP ANCHORS, AS MANUFACTURI?D BY TRU-F&"5 CORPORATION 00 A I-V 9 1) MINAILIM EMBEDMENT W TAPCON ANCHORS, ELrO PANCIEMATES AND CF tAP-GRIP ANC�QR, INTO THE -low.".., &=I( UNIT SHALL BE 1 1/4-� X .., IL2) CALK -IN & SWD-SET ANCHORS SAAIL BE EMBEDDED 71V INTO THE CONCRETE SLOW UNIT. NO Emas i : N *if INTO STUCCO'SHN.L. BE PERMITTED, 1/4- 0-20 SCREWS USED SHALL K I 1/2- LONG MINIMUM SHOLOD 9toCOD "W, ANO, I MINIMUM FOR WALLS WIN NO STUCCO, �Eq* � PRODUCLU, REPOI(TNO. 2"72fLM 2 EIRODUCT EyAW_AMMNTQrQRX_ND__2Q-A7M& 1 2.2� TEST R PORTS: 6. MAJERIAL CHARACTERISTI-C-5 AND SPECIFICATION; Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on 201, 203 as pet section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product EvaluatJon Document (P.E.D.), drawing 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 # 96-669 dated 08/0911996, #96-570 dated 09fl8/1996, 26, of Product Evaluation Document (P,E,D.). drawing No. 20-175. #96-T30 dated 0912011996, 0 three signed and sealed by Hector M. Medina, RE., Fenestration Testing Laboratory, Inc. reports# 2032 dated 04116/1998 and # 2126 dated I 0/06/110,98 witnessed by Gilbert Diamond, P.E, and Report No. 7'. LIMITATIONS AND CONDIT[OINS OF USE, 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Haftem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thrU 14, indicated , Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, an sheet 1 of 26, as well as General Nptas # 1 thru 4 and 1 1 thru 16, indicated an sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 signed and sealed by Frank Grate, RE, prepared by Tilleco, Inc. and signed and sealed by Walter A. TOR, Jr., P.E. 2.3. STRUCTURAL Sh-LGINEERING CAL%ULA1K9M On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES'as defined on section 1620.2 of the Florida Building Code. Wind bad. as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with I 7.3. Product shall only be installed Into poured concrete, concrete block, and section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, wood fra me structures. I � dated 1 1103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P_ E. 3. MISSILE IMPACT RESISTANCE. Product Evalueffan Report prepared by Walter A� TillitIr Jr,. P.E. (Florida License La rge missile Impact under section 1626 of the Fforida Building Code, as per No, 44167), President of Tilteco, Inc. (Florida CA�0006719), TAS 201 Protocol. 4. WIND LOADS RIESISTANCE: __ I I __ L,O%100100111, , !%, ,,'�j?� k T/Q , , _O� �,,, I 0. ,Q v 0 ....... �, 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind 0 0 "v ." - . ,.%:*, .-' �AEN,se,`�.�.,. % , 1. pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, � ,—, 41� ?. � 1. , - - I V 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. . _4 .U. - � 44167 -. = i_�=T �4_ �,W�' '*z 20-176. Maximum Anchor Spacing shall be -as Indicated on sheets 5, 9, % 11, — i �! * , 14, 15,17, 18, 19� 20 25 and 26 of`26, of Product Evaluation Document (P.E.D.), 1____�11�9,�,__ .J."'j 1%L_q-,, STAT� OF , ,, drawing No. 20-176. � I . "' .1� , !�,'01, I.."I-401:11 "" I ......... ` A 1�,, 6�10N ;�O? 5. INSTALLATION: Ivy . � 01111HII 100 Installation shall be performed strictly in accordance with details indicated on WALT'L� sheets 3 thru 7, 1 0 thry 20, 23, 24 and 26 of 2% of Product Evaluation Document (P.E.D.), drawing No. 20-1176. Minimum separation to glass shall be as D��TILTECOADMOR!RrCOROS�P.E. RrPOR'r.26 k GLOIRALPROTECTiON PRODUCTS, LLC � 20 GAGE C,ALVANIZEI)tTEEL$TORMP6NrzLkORM#M'f7a%Rr:pok,r#20-0728.01 Indicated on sheets 8, 14,16, 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. "'kiII011tifolse, , N; - 7-1441.'��,"!,,,,, .01"%;k�'V, �le; -11" "_ V1%, ��, ' E N ,9,,-"- .. . S 4::J� ..`,�f, , I � . . , --"'- - � I � , 1<=11_�__=i_f'f' �-`,,-44167 .11 I . . * '=� - :�n� STA*T2 OF 41 - - ' A' �.: . . - 13 . S,-'O . ,�'-�"tOR "'.. -* F�_ I .. 11 ""'001810� A \� Op I TO 110101111H T10 I I I I 6 5) IN CASE THAT PRECAST STORE, OR PRECAST CONCRETE PANELS. SIXICW OR wow Bak" BE FOUND ON THE OUSTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE, MAIN SIRUCTURE 504M SUCH PANELS. ANCHORAGE SHALL Be A$ MENTIONED W RI) AND IN S,Z)� (C) 1Q_Q=bfi_11S&;AX&_AffM8Q_WWAm_1 ZLAM_WAa 1/4-4 TAPCON ANCHORS. AS MANUFACTLRED BY 1T,W SUILM, INC, - #14-'O PARELMATE FEMALE LO AND PANEUMATE PLUSS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS - 1/4'a LAO SCRM FER N D.S. - 7/16'0 � Sle WOOD 8USHM, AS DISTRIBUTED BY ALL POINT SCREW, SOLT A, SPECIALTY CC C I, MINIMUM THRrADVD PENETRATION INTO WOOD OF TAPOON ANCHORS SK44, BE 1 1/2' AND 2' MR ELCO PANOLMATE PLUS AND PANEIMATE: FEMALE 0, C.2) MINIMUM THREADED PEWMMN OF LAG SCREW. INTO THE WOOD FRAME UNIT SHAJLL BE ! 1/2', NO THREADED PENETRATION INTO STUCCO SHALL BE COMIUDERED AS PART OF rK REWNRED TURMED PENETRATION, CS) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING C.4) WNIMUM PEW-TRATION OF WOOa 9VSANG SHALL BE 5/6�, 1/4* 0-20 SCRMS USED SHALL BE I I/,?' LOAD MINIMLIV SHOULD STUCCO ViST. AND I' MINIMUM FOR W44S WITH NO VDUGCCL C 5) IN CASE THAI PRECAST STORE. OR PRECAST CONCRETE PANELS, WUGC0 OR WOOD BOARDS BE FOUND ON THE EKISTINC WAU_ ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUMFIE aCHIND SUCH PANELS WMG A4CRAGE SNA" BE AS MENTIONED IN C. 1), C.2) & C 4) (0) ANCHORS SFMU. BE INSTALLED FOULDWING ALL OF I"E RECOMMENDAMONS AND SPEC4=11ORS OF THE ANCHORS MAKILVACMITIER, 8 PANELS WAY. ALSO BE INSTALLED KORZONIALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 TFRWGN 10 CS�s 4 THROUGH 6) IYCEPT THAT HEADERS (D A (P SPALL Not BE USED 9 ry SHALL BE THE RESPOKISRITY OF TK CONTRACTOR 10 VERIFY THE SOUNDNESS OF W STRUCTURE wHERTE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL CN1Y RE ATTACHED To CONGAM, BLOCK OR WOW FRAME BUILOWC5. 10� EAC64 REGULAR 57ORM PANEL WITH LENGTIES OVER S'-0 THA%GH 12'-4' AS PER SECTIONS B. a. 0 & 10 AND ALTERNMHVES 8W, SW & I OW ON SHEETS I., 6 A 12 RESPECTIVEL'O'. SHALL APIT A LECIDLL'0�0 READILY VISIBLE MARKING INSTR=TNG OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 11 THE INSTALLATION CONIVACTOR IS III StkJCAULK ALL SHUTTER COMPONENT EDGE$ WHICH REMAIN IN CONRIMUS CONTACT WITH T14C BUILDING To PREVENT TWAIo/RAN fMT'RU%ON, 12 STORM PANEL INSTALLATION SR41 COMPLY WITH SPECS INDICATED IN INS DRAWING PLUS AM BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PIDIII IS APPLIED TO Is (A) THIS PRODUCT EVALUATION DOCUMENT (P E D�) PREPARED BY TMIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROWECT; I*, WHERE THE SHE CONDITIONS DEVIATE FROM THE PZ.0 (,k) COWMCTOR TO 13E RESPONSIBLE FOR THE SELECTION, PURCHASE MI) INSTALLATION INCLUDINQ 4WE SAFETY OF THIS PRODUCT BASED ON IRS P,E,D. PROVIDED HEISHE DOES NOT DCOATE FROM THE CONDITIONS GETAkED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, (C) THIS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IF MODIFIED UP SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTIFFED E�WWAR OR ARCHITECT WHICH WILL RECUME THE CHOWDER or RECORD Mao.) FOR THE PROXCL AND WHO WILL BE RESP SIDLE FOR THE PROPER USE OF THE PZO. ENG04EM OF RECORD, ACTNC AS A OELECAVENGMet TO THE PXID� ENGINEER, SHALL SUBMIT To THIS LATTER THE ME SPECIFIC DRAWINGS FOR REMEW. (0) THIS P1 0. SHALL MR THE DATE AND ORIGIN& SEAL AND SIGNATURE OF THE PROFESSIONAL E�Ncft,ETER (IF RECORD THAT PREPAREQ IT 14 SHLITTER MANUFAMRER'S TAXE), SHALL BE LOCATED ON A PEADILY VISIBLE LOCATION AT STM PANEL SHUTTER IN ACCORDANCE i" SECTION 1709.9-3 OF FLORIDA BUILDING CODE. ONE LADD, SMALL BE PLACED I -OR DIERY OPENING. LATRELINc To COMPLY WITH SEVnoN t7O9.9�2 OF THE FLORIDA BUILDING CODE r7ii �MWNG SK�ALT ( HI!NhA,,. I MAN PERMITS IN 7" INSIALLA1110N INTO EXISTIN2 POURED DETAILS FOR REGULAR EANE1,St CONCRETE OR CONCRrTF SLOCK 'qT0i.19TQRE5 ,,,,,, ,,,, ( SCHEDVUE ON CONCREIE ARCIORS - Sc_ OR MI \ �\' 6 nmuoH 9) CONCRETE ANG41OMF __ 'm S'� - _��Isl -_ I .Uc4 11 - --- E-0, C - n CONCRETE APICHORS " , ,\ , ISEE 31' ,1rU - A�) R 4 . ..= I, � � wo ampvo - JI'T, -4) Eu, P'�-- . =wInLIM"Im. -141 11 � - �, 'I 1 _I* Mk�. " VMa", � 11 ATT%7 - I "I 1/,r �__" I'll , . , I 1�__\ �, , � �� " I 4,.� __\ �� - I � � SOLM - f - �/2' � - 1�"o �ow I � T �' - -.--I I i "I Ile � . "� � ; -,-- I =POUKP� Ez. AMWW I I I �2 � � , I I I 1 3 � I i;� I 1\� �1\1 � I I , I ED. I 9� I ie I I 1 GWA i : - I r , Do REOJREfd."� I � � , � I , &9, � _t � , R � 4 4 ! � 1 i � R','� I I, � ,� IL", - - - 11 " V. - - , 1, , t- - - . .V., � - -='n I I I . � I I 50:150HUALE I 9 , - I - - - - ; ,,,,� �,, I VXft STUD 6 VIM SIUI, IF 5 I -.w,v I � CI I T r, t ar- , I I ,2 Ilr ac* 1 '2 1/7. " I I SIX .01MULE !!I -iMA W, ww" I 'O O'No, I , i r I ; I 8 I -.= I __01 I I =11,i _1 I g 1 i - SOWAMION - I �,%-=, 10 4L,SA � a) 9 '_,I, - " ; - � " i � - � I I i , � � - � ,-�: --- -- - � -, � - -_ I I i i N . IFOR To QUIRL I =---J, - __ - I i A I i ( I _N =--� - - , - ____ - _1 - � - - _ - � --- r I -1 I I 6 i ! 1 I 9 i i t (9� I 1 1 g ,/." -A 11 --- - , .�T, . [ �' � 1 I , , , =,V Lo : E�6. , , i i ' I , - § I I i � ! I i Ed, I "' ' 9 I I _.. &L 1 'F I '" . i - - 1 1. a I ', , I , , I I 1 �, . -1 -T ! -, ,#- 1 I EXISTING FOURIJI - - I I � I - _W= ... � � ; - ! - i i I I I -�-_-=. . I .1 I - ;_ - 4-A ,2 'A- ac. =Pw I F I I - - - OTREU J L'o I"', I i , ;, CONCRETE 0=9 ACOUIRED � ��, _1( 5- r7,,.,-. �- ! %1_414�41 I EYE BLOCK I --- --) CONCRETE BLOCK , ON I = '4 I _ __J - I - . - - - - � REOUF" -, /I �C7- lr -- - -� - ��, Z ,�,,--,-��---��:�,��-�-'��,-�s-�-"�"",\.A�.��\�,��� -, _ k_r 1'r , . � - �--I 7- I IS .11 I I =Ell�� I I _.W � �1/4�- "I I ,)F . .7 . 41k, -, � , , .k -_ _9 r . I ul,�� .. � r�. - � I r, - I =T/ 1.11.`o_____j .; 1 - �., " (D e -'- ". ' I ED -1- C)NORM AN , , - CONCOCT �� 1 "' __ .-" , , -1a) ;. � % , �( � , r Ar F% SuLni 110, .'"" . . � ` \Z 1; ,__ � _4') . � I E, .1.119v &MN., Ism SCHMULE ON " (SET: SDVW w-' SHEETS a THR"FIN 0) ,�\_, � (am soke - sHms a TAI:A,oN 1) (SEE $09EXIE ON-- . . smEETs a THROUcH 1) SHEETS 4 THROWN 9) WA" WOU NO SECTION I SCALE 3/9-l' CaUNG MOUNTING MAM SCALE 3/11.1- 4R.".1 UURN&'M 8 ILr) OUT LIDUNTING pi SCALE I. . I- -- - _____ -_ --- I - - I i V F-D. -(EDGE DISTANCE : MWIS i __ (D , SEE SCHEDULE ON _�_ON - So%*� I I . SHEM a & 9) I M WASS. i i I I - i i . 4131?�. I i I I '. . . I I - ; 12 Ilr ma ;, a TOP & BOTTOM MOUNTINGS CAN BE 1 :I ,AI4%%110IHI"y,ft�J" �tjk A. _,", Kp�Z �--44� COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, � L I — "t ,?�� �. ..... \ 1\ .NF1 _4 � _�., I ,�klll "I'�'_111,4*_1 '-"\\\, \,�\ �_, 1\ � - � I I 0 ��* T,JCE)V,9`-.,�0 , i� Z - e , 1, . � k Z, . .: A' � -- FLORIDA BUILDING CODE �Iflgh VoiRcIty MET cond Zono)l C'X0"NAAEPcUR�`o-6/4_1 , _0 RED ___._F ___ I— REQUI . 11 0 -, ` "4167 S # *. * : 5 i .01 - T.T�. - 20 GAGE GALVANrZED STEEL STORM PANEL - CROP, Bell DOLE S 67im 0) CEILING Al. , 2 �*= Z T-� I ITArE , � 100�,.%. A '. ic�,-, ORIDW I " T *� - c� �--_� �_ -,. X. �� GUORAL PROTECTION PRODUCTS, U.C. Z: T51- rk �_M I � � � __ 46c) S-II, 5� SMEET TALI, TEW`W`Q *4r - 0AW_ rL 3154 WFA="`o - 20-176 50, 91�L AL Ili: - ,= ---!%o ., PHONE. W.)qi;In"� r� (",)� '&0!= .�10M.I.., cR015WtIft 1"):k SIAL.1111141TUAC'UM . - - 1, . CA-00010 "I I � I P .1 — 1- `M`"R k TUUI .., P,E , - - �_w 5M ME, 1 14167 I , __ ____ --- -_ I 4;: '\ / I I L I r=co ,Nc. 4 _\ TILLIT TESTING & ENGINEERING COMPANY __ ___,___________ __ ---- WALTERA. TILLJT, a, 11,E. IT to Xcal PRODUCT-EVALUATIM REPORT FLT"� T 44I.67 FJ,1�.A,I_IIN1'nPJ9 REPORT NO.: 200727�02 DATE: July 27, 2020 PRODUCT CATE60RY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCTNAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Produ=, LLG 4800 S.W. 51 Street Davia, Florida 3.3:314 1. PURPOSE OE EVALUATION, This is a Product Evaluation Re -port issued by Walter A. T11111,Jr., PJE, (System ID # I 906) to the GI obal Protection Prod utts, LLC, Rule Chapter No. 61620-3, Method 1D of the Florida Department of Business and Professional Regulation. This prod4pt is being Issued an Evaluation Report as des0bed ha*rI, and has I , . been verified for compliance in accordance with ft 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose [Intended at Jeast equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1, PRODUCT EVALUATION DOCUMENT (P.E.D.J: Drawing No, 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', I sheeli I thru IS of 18' prepared I by Tilteco, Inc,; signed I and sealed by Walter A. Tillit, Jr., P.E,, dated 07/2712020. This drawing is an inte YgQls , Evaluation Report. 5*1 � V I , 44'r,"I". ,S,_',� . - V, 'S, . .�"-, � ...... � *,- __1 ,"�,\�rENS *., 5P , ,,7. , <,_�- ' 11�__,- "' ..., , S. �, ��___AE�� I :� !:�-,_ � . I ., . = - "I :*= 12/ � * - = �? A14*� - -1 , � S0% $TATF OF -' z ,,;,� '41z� � , �, . �,,' �� �0,�.. A,_� 'S,6'....,'to lu,", �, �1,1, 1� �� ,,,� ....... " I�Jt:le �,6,�%, W 6-355N.W. 36th Street, Sitite 305, Miand, Florida 331,66 - Phone: (305) 87114e� " -1531 1f)IH,H1kPI1I' , I I - COMPONENTS EQ9 REGULAR & UFE SAFETY STQRM PANELS (SCALE 1/2�1-) ,- ' ------- _ I'--"--- ---------- _15,196. 001"L VIM) _ - -- - -------- -------- , --- -� ________ __15196- (TOTAL WV"_.______,.____ , __J - ---- -----I2_5OD* (EFFECTIVE We"— ----_-_____ I -I � ___7 � � - i ! i I ----------- --6 1/4' ------ -,-,- I I r_.__6,M.____� I i I 1 __L3P _1 3P. - - ,.1-500. � � I � -1 _3SO` . � . I ��,,, � ,,-,,, � � I / , -I 3w-- , Dow WK TRICK -1 =1 - II, " m. � - � I , , , > " . ,?e L , , I , - l�. , -- 1, I X ------ 4 _,,___�� - , I., GAL �111 *0 - ',�.;K . N� - I - I , I "s _-K _� I I - � """ �_ , , �S,o ' L 1, / - � � . . F_ �� I �.06. ", THICK HvNw%_, / , . 1- I � W , e I -19 2,657' - ' I 4 21`11 r 4 2"85r EDGE 11 I I 1 I 11 - MLVANIZED STEEL . 11 I , 1 2. ' *-;- _L -05.) 1, ; A L 2.1 2 �k � -HEMMED ryp AMU A I GRACE 50 UM DETAIL �y 1 4' _,_,-- - I I - RETAIL Al _0 I - EDGE __t�VATLEr I O-W I,= N. 1 7, � -tarx I 480 X_ I - ,� I 48.6 I 71-1-- L 1.___,_A___1.1___ --- I- , I-, - I - ------- I - I � - I � � I I - - � ------- � ___� �--Izk, I I , , "'. - - -----6.25O`--, - CD IMIRIII-EANE1. 0 END STORM PANEL , , 2.161' __ __ ,,�, , i , -3r , FANEI'S ENO UP ,_� 1_1> , -�, I I ; f -2-6-0 I --------I - Z187� __ 1/410-21). V 1�* ilw 21� - '750, - ScA IIETTYM RES - SA, � I.. - III _hTVM M-E-DOX, 1__� I I I .IGO* I t,125* � 1,150, T, , I - 9 a � Q , I -" SIUO FIRM S-S VIM - i AR 0 _� . - .� � - - - �ow I i I I i 11.1 j To ANGLE III To ARGLE 0 ,� -.- � .-- I I --Tn-n.r _� - � i I � I . I ILI i/2- ox, I2 1/2- O.c, ,� : "___71 .cc I iii ,/ � 2 i�� - , I I ,�" `E"9* 3.37'. ADO � -003" I 1�,�01 ____] I - - - ,.Spo- 'a �, SEE '. I � .11 , - Z93� � �Cqr , 71?6. 21" . a . i I I . So[ .4 .93a, SEE � 0 1 3� - �50- - - . . -093, i ; DET IYL I or MAIL I " I A- M4, 1 4TS 1 4-0, ! 2",b - - A 0. 47S 1 ! i __ -,- _--i I __ . 'I I - "`,M� - - - -"' 'I �, � '125, : � . � � I � . ill I I I , _� ,! 4 .. 1,�� , . '-I.Wo.- 11,11 ) , - - .111, _____ L - A- Inju IS , I_ _ , __ .- -.-- 5 . M_,.____-____ - ,W 3&<' - i ISOMETRIC YIEW DETAIL A / L,.Goo�w , - -2.000*� - , -_ - - ROUNDED CORNER 0 ENOS OF PANEL'S FLOVIT, END UP W/ HEMMED EDGE. (N.T,S) (�) ou" Hum (�) ANGLE (4 ANOU WIT14 STUD @ ANGLE WEM REVEM STUD r _ - I WONCS � il I SEE IXT, I --I 1/1- & 2/14 - �374' i _=_f 01344 ,374' 'W 3 F--'-L -- . _gra EDGE Coe I T :� , 50- . ____ -I �Iw- � , *;_ ` -310, 17 , � �1`_ ASS, �", - I - 1-I ' F___ I I I - r- ' I. , , """ ' , ; ___J L_ - - 4:_:�� , !�_ , 003* - -_ .30 a � :�': L_- �i4+1 - I . _____J rf__`I ) � ' ____L_ , I P.,U. - �___*J 1� - ` II��/_-O_ � 1 L40711.�03* 375� _ . � 0.625' 1 �- _ 271, , , I � L 130a, 1. I I. i __ �671 . � Soo. � I ---. L . . . . . 11-14 ; A - � I, _ - -, --I 003. , I � 7 1 9�.. � �j ;_ ._ I,o 6- � , , I I I i 1. _W HOLE FOR i . LOCATION AT . 10, I i _��,-", i .957 � ., _I _ ow L_ -.I i__ . I Elm PANEL OVERLAP I_ N� .MI � I I T W. p 11) � - 2AW - � - - - (TYP,) 7.0 i 60- (�) KEY HOLE WASHER �025*4 'F' ') ____� (j) CK. AN12LE g 3/8" "r TUCK Q) RM UMER ;-, �L,063' ; ) � -,"MI I 0.0m. (I" - I-.. 1__\ , "I"IHIMILT, WITH STUD I , ; GAIVAMM SIM e �_ - `�_'�_ %%% Tk�% . I __ _____i rl'� � .... � i Vm ly low � ., I � � -..6sa:� .�� 11 ��, -I I . . j � i CO3- :�.N 11 � . i.0 3 .. I F - .. ' ;. ;; -0 �67" S ( �aNsi .,.. X5^* 110F� . � L .- - I- , t � 4 -I f ; No, 4415 * I � I Z 167 �__z &� -,- , , I ,'. : . � '. . . �. 644 - . '. __ :*= � 11 � - 11 N ___J I- *- I ITYP a ' * . - FLORIDA BUILDING CODE (Nigh Velocity Hur cono Zono)l S .. I EDGE TT,0;:iC, STAIE OF .--,CC1 ARM �. W_ FR 063- � ' � , 04EN MOM . I � .. . ...... I 740* 7Ii9:-!- 5- IT 0 WING NUT - 11, . 1, " GAGE GALVANIZED STEEL STORM PANEL I 1-4 - - k 0* q 1, W W.- -�. � - - f4 I A w ", 07/04'.M ' (�� N 'I 0;_S_A_4*;PP�_ I V11110111 - � N" I I - - _:� - -_ GLOBAL PROTECTION PRODUCTS. U.C.1 - a 1 .1 � 0 I ; � ; '--------> / 111LIECOm.. am So, W SMW i�p F ,_ .... MA - �e " - (1) 2*)(7*Xl X HHP�� " 11 ___ IMM R_ =11 4TERMAThu", USE WIND "M WICUT /Y___11SI;1> aLZr_TWr -4 9n=_.== PHONE.- RTS.)M-15.1� FW- WO)WITS-100 I 20-176 ALUMINUM ANMI MONOLITHIC WASHER W1 ADDITIONAL - - 0,W) --- -,-: Pw - . _. - 7'Vft'."3=1" .T= - 111 I I .W. I ;. W'"M - - STE . ILE. WAPXIMIAMICATE i I - I . -1 1.11-- I I "...-I .11111 I ,=Z 0 - I I - I - I __1 - - _ � INSTALLABON DETAILS EOR BEGULAR PAff.0J3_" Do =00 DENIS FOR INSTAUA71014 IN PWO 02CME INTO EX15TING POURED CONCRETE Oft �ONCRETE BLOCK STRUCTURES M= 13= OR WOOD , I , _'IM DR PAMIUMATC TVWAUE MI OOMCAM ANCHORS I YULM MM UEE 54M M E=Z HIM EN em TM VP-.%W (SEE I , 'I'M ii 1 I I SCHEDULE ON SHEET a 1, 9) Eri�EMIUE ON 9) �, TH"UIPt - 1"�- - PLUS OR a SHE VS I __ 1, -1 _��I . � ��"' _J , -%, * ... ____ - - �10 , i - , 1/2- 7 -I F + . 7 _. 'Ej ) . L-0) 0 I "MRING 9 - ! I I �"____. Ill 1 X4 Ir 1 i i _� . '&�, . -1 I I REOL"M i I i I I t =ir - �D_Q I i � i`_a) T F6. " I i "I " �_ I - .1 R L__M.T I I - 1AMMOMM -(D I - - _� o r �� ' 3�_ i mmes 1 1 11 11 1_4 ' � L. � ; r. 0.. , , 't. , - .M. ; X___ � 1/r 67 - - _T ; T =&,_ - I _10 - � X,. CONCRETE BLOCK : i < D, 5 9 I i _ I 1 i i N) (D-W .vvr� 'Iil�—_ I I ML- �/., 9W I -, I I ,-- A - - =__ ""��,__=__�__ ,'I- .- __ .A� �- �]' - I I -.1 _,___4__ -- _1 I a I CASE 8 ( F - __ _ . i W;` I CMR 1 I I � _-, ". SCALE 314,-I- 1 M_01*� 1 : IP_ =_1 � _,� � - I � WCPA, . `)",Y. I . = .1.1 I� - W "I. ----. - - __ __ i . .W`I� 1 ./I ", I I E--,.%=I.r- i I � - ,� J -.=-. I - � (!D) To *W- --�I ) i I .- LL , I i R,A"� I 11 i (D 1. r . - -- - W� , I I "I" - I . � N 1__/ I/e - �; ;/_ I . 'I i . i 0"017 1"12 II,1 1 1 i M 1.��_*W.T_� /-., ,- � I 01-0/-�' I ��X/"�x�-, - _j � ? � �,!"! " i �, I � " 11 , , ,,�� I- , F,g�/- I i I "I-/ �, ,�� .11 I , � � I I �'D. I 1 MF="__= 0� Easim PouRM ; 1 1 CONCRETE ON I z I I I I 4_1 I ; I I � CASE Q Ca&i) � 1 3 " CONCRETE OLOOK REQUIRES, i I I EXISRW POURED TL � - SCALE 3/1r�r _ 1 tLA_____ i Q&MAAR�-, CONCRETE I* : Y, , ____ __ � CONCRETE �, i llrl� . ,,�, ' SECURED I � __ =_=`T. � 1* 1k � "" I 1 1118�� M._� "ar- - -W, 1� -,---,-- _f , ,�,, 15 /4 '. *140 1. a I.ALK- 'T. ir . my I A.FF MEN ITS �,� . AI=Tl' , Ll�,,�� ME CONCRETE ART*" - - _ 11�\1\111�0_1'1;�1�11��Z [ . #� PLUS OR OF TAP-ORP (�) . � - - -- - - (WE SCHICOULE ON g&Sc:MUIS �v I- . . 'L ? ON WALL NOUNTING (0,1111.) SHEETS ' R"RoUcH 9) �_ 1111.11la-QUI... � a T - . __ SC" 3� ---4,. "a' t!c, \,-T / - "', , -T-0 19"�e" *J" KIW#- ILIA - X ,Iat. - i OPOIN4 WON) - � - = D. - EDGE DISTANCE � " __Jr OF EXS71W IF NEW 1' WIDE , VARIES x ly��, . _. 0-0 � ( - _ I __ ,� 0"No T14CK AtUhli 'TUBE OR I' A _ . SEE SCHEDULE ON ! , ,_-, STUCCO/ PTI WOOD PIAIE SPAM : � _ SHIFTS 11 1, 11) � "LLY � , �� I I I I I , , , 4 I . AD � r I 4 NEW I' WIDE . VWS . 1/8' . � W: / i I- ! ,� ALUM TUBE OR 1* . VArics I I - � I I I 70 P1 Wo� PLATE SPACIER � I I TOP & BOTTOM MOU"NGS CAN BE I J� I T'DEHITH6 TRACK �- � I COMBINED IN ANY WAY TO SUIT ANY QA§4�7") 6 " ... T � CONCRETE ANCHORS ,1. 0 0 1 � (RE SCHEDULE CAI 1 I I SHEETS a 17HROUGH 9) i INSTALLATI N. C.M- .1 11 - �ZRACK IN N', i .- C_' I I A�' IQ/,�, �-,@ I I :jaw � . �e ...... 1. "..., .+, .. . I DOSING POU " � %r, C.- '. 1::iT,1,, FLORIDA BUILDING CODE (NIgh voloc"t Hur4cons Zon*) � S1119" . r, 101 ISMITI, CONCRETE 0 ;5 co,=V. .* -M 1 _'Y'..r" CONCRETE � 1, 2= I RMUIREDL I "MCIft 4110W. rIUN So . 1. "M Tum oc, 20 GAGE ( P. = MW S I * � . . . . . , I All, SE09M X-X a *' . - -, ./26/2m ,,,j, 'A". � GLOBAL PROTECTION PRODUCTS, Lue, � DU&IL FOR SE=RS REQUIRED AT = Qlt B ls.� S ATE OIL __ - ,_ "" AM &W 5 STREET WE 11-_,,.�-','�'�,-.'! MIDI' . 4:9 ZEM � SAW, FL W31* .- .� - � _...M . ... P-ML (`INVM"`75`TS1 FAA. 20-176 9=1111 M&M ANACEff TO STUCCOaNI2 IMM U.H,Xm� ". �p , ,; ....... - � SIM -, I N� t PIR --- 0104,10; MI *"Z'N VA � 04-01)MIR - I I I '40t, 111600 WALISR A_ 1,110 J� Is_ � SWEETS wax, WE, I rig I - - I I I PRODUCT kVALt.AT10_N REPMTLZ40, 10_0727, 2 2.2,TF-MEMIRM , Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609,1.2,of the Florida Building Code. ,Uniform Static loads as per Section 17131).S.3, perASTME-330, Test reports prepared by American Testing Lab of South Florida, Report* U814.01-Ul dated 0311 1102 witnessed by William R. Mehaer, P.E.,Soriz Moroz, RE, and Henry Hattem, P.E. and Report No. I I I 1 02119.011�09, dated February"25, 2009, signed and Sealed by . Edrnundo Largaospada, P.E.,and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocol's TAS 201 & 203 as per section I B09.1.2 of the Florida Building Code. Test Report prepared byAmerican Testing Lab ofSouth Florida, Report No. 1123.01-110, dated November,23, 2010, signed and sealed by,Jlillo E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009, sIgreda,nd sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 O,KM-1 318, dated December 1, 2016 signed and sealed by Jerry Jaclofano, P. E. as per ASTM E-8. RAL GINEEPJNG CA!"LATIONS: On 24 Gage Galvanized Steel Storm Panel formaximium Panel length vs, design wind load, as well as maximurri anchor spacing vs. design wind load and panel � I length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Build Ing Code. Calculations prepared by Tilteco, Inc., ttatod 1211 B110 and 027113 (for this rovislon)l, signed and sealed by Walter A� Tillit, Jr., P.E, ;. MIfi,jILE IM T RES113TAN&�E- Large missile Impact, under Section 16091 2 of the Florida Building, Code,as per SSTD 12-199 Standard and TAS 201. 4. WIN!) LOADS, RESISTANCE: , 1 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3 9, 10, 1 1, 12 and 17 of 18 of Product Evaluation Document (P,E.D,), drawing W.'i 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5 9� 10, 11, 13 thrUl 16 � -and 1 8 of 18, of Product Evaluation Document (P,E.D,), iiraWilfrg No. 24-175. , 24 Gage Galvanized Steel Storm Panel has been Verified for Code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. tR01)1= EVA ORTNIM 10.67,27-04 3 & INSTALLATION - Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru IS 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, 1 6, t5 and I 8 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. t.-MATIEMAL CHARACTERMCS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on Sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawing No. 20-175, Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing, N6.20-175. 7-LIMITATIONS AND CONDMQNS OF USE: 7.1-9hall be strictly in compliance with Genetal Notes No. 1, 8 tbru 14, Indicated on sheet lof 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. T11111, 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 structure& Product Evaluation Report prepared by Waiter A. Tillit, Jr., RE, (Florida License No. 441167� President of 111teco., Inc. (Florida CA-0006719). VVATU D'�T�LTE�l��O)�P,MONRr;COf3E).�3k,P, E.REFORT.2C GALVANIZED STEEL STORM PANEL � DRING III 20-176 N 1/4, 2/4. 3/4, 4/4� 5/5. 7/5. �0,11TY/10, 2W/10, 3W/10. 4W/10, 6/s SW/10� 6W/11 & 7W/11 3: MAA__ __ ANCHORS. FOR CONCRETE SEE SCHEDULE ON 94MM 8 & Q___ _3* MAX �'f MIN - FOR WOW SEE SECTIONS ON SHEETS 10 & 11 I 1. ON, - I I __ - - A I � I- - __1__1 0 ---I'- __ �.t / 0 - - __ 6 1 ________ r --- ! ---'-T � 1_-T__'__T_7-'1_ � I DA..(�).(�)�@�@,-r--I7 - - I T _ I I i 11 ! I I � 11 , I I I � I I I I I I � -T--T- I -- -1 � L � I - � � 11 I i q��- (�)+@ - 6 1 1 i t � I I i 7 � � I I I i I i I � I I -a I .� I i - 1 I I I � , i . I I I � � "') 1 1 ! 11 I i � I I I [_ i 1, J m �11 ,,� ... ... - � ---I. , +. - __ - t - ---a -1-1. I_ _.-L - - 111� --- "I 6 I __ __ - ____ vi , [1-1 I—' L".1 ___ , I I --- V!, --I-- ____ T _T I I I . I 'r _____ I I ,� I _E - i .1 - -- - i I ` 1 I- - --. I � __ " 41 - --- _ - --- I +� I If' I I i I � N I - -- -I "I � If I I i i I � I I � - I& - .. - - I ---------- �_____ r � I i 9 _4 �, BOLTED PANELS W/ 1/40-20.1' —1- — -, 1 L � I 'I S.S. M.S. SOLT W1 7/8' . 3/32' 1 :1 � (SEE SECTIONS AS .� 114 . I , , WINGNUTS * EA. OVERLAP I ; APPLICABLE) , i (SIL SECTIONS AS A"L"BLE) I 9 I �� I 7 � � I L I L-J 11'11_1 . ..... 1� " -- 7/ �11 - , �L-1-1--L-L] 1 � __J___iL__ .- -1 V , �� . , _", - - _, T - � I , __ - �_- - - '" mbl I _T -1 . 1�� -,- -1, ,-,-- I I E� i - � " I I T i � . F I �, I il .1 �. __ " F - __ __ I I IL I I � � . I , I 1� - , I i I 1 ! I I � , y . i : I I i I'll, i I � L I t i I I / 1� i � . i � I � I I , � I I � __ i I - I L_ - _ -.-,-- _ - i D . M - (9, @, (�)-+ rtL , - - __ *[ i --- �- I - -0 1411 1. 1 - I:I , 0 !j , . ��_t_. 1�4 IAR ol _____,___._ - j - _ _-A 1 @+ (1) I (D_ @ I (�)- i I r MATT MAX 7-1. MIN, .- 1/4. 2/4, 3/4, 4/4, 5/5� 7/5, 1� MIN. _� i 4i,. 1W/1101 21N/101 3W/10, 4W/10, �_S_/I 5 � SW110. 6W/11 * 7W/11 � -_.,-- ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 9 ___ ----I-- - � - FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 REQLAR STQRM PA ELSIDA Q ELEVATION N.T.S. 2.67' I/4'M.X. CAP MR, MIEW -1 �tp� VXL" . I I , ._J - - - I - - ; I i ,1� '1/'\ /"*\ r,� I I 9T 1� I "I 11 � I t4 - I �� 1/, � I � y MAT. . GAP "_� I . . * . . � .,. ,�� - - � . W FLORIDA BUILDING CODE (High VelOCTITy Hur can* Zone) A� LG) - .. - - - , : , a cano %= W. 20 FIP i .* GAGE GALVAR20 STEEL STORM PANEL DRAWN ITT, . I : - __��__* = 15�_ - - ION PRODUCTS, LLC. "IN/21" * I- *9 N-T,S, '.. -,.�--� --, 111LIECOm. GLOBAL PRDT0ECW'!IW.S1 StROET a1z. 4- I UZ_ ... .. I TILIII DOW. �_ M3,. ��. - 0 . R..., - �. - . - Ift - A� I, I- � (1I!I,DW-RFVI. fft (M)NO-15110 20-176 . . - / - _.TWN_1�_.PM__ DIMINO .. — — CA-Mv M__ A%� 1014/wwrm , , AVOIL WIER A TMUT P E. I--! LIP# I FUOFNMU�, IF 140 i .1 1 - -- FT9 -�', -_ � �- INSIALLAMN 12EIAILS FOR REQULAR PANELS(I & INIQ EXISTING EQUIRED QQNCRETE OR QQNQREM RLOCK 5IRUG-TURES CONCRETE _RRUNIXFOCK _12TAW COTTFUCK 1-wr � . BE. i � ONVORE I no I CONCRETE AMcHGAS � ( � SEE S. ON � REOLMIED CONCRM AHCHO" , -----( i REQUIRED I ETE III I _=ft CHO i Sim 9) Sm scHEITTAx ON � i $NWT 9) I I ..:. GN � SHEET 9) i i 1A, . i .------I 1 '�4 _� - I I I I � I , f _,_ ,--,-) i J i i � i I . 'A---,— _J , I : i I � : i I � I 1 I I ; .R : � 1 _V;�, , 0 lip"J. 1 - -1 - -, , . � 9 !7 �3 , I-,- I I � - ---r- - I I , J _____ if 11 � I ;- W �' I I � F 6 � I I 1 7 r-545, i �1 g6% : g I I or %, ! 1 1 �0 �"1'01;.�' ) _3 WAX � � I � I 1 ; 7/8'*4/;a' 1 i 1 I , , --' i i , I I I I.. ,;�, !�p a 11 � t,* � I 04 L , � Tt_� I 1k " , � I_L_,_.__I_ t I � I I =:f==----, 1/4' . - ! � _ i 11" W-1 I "R � i I i , I I � ---_QMToRrTE ANDOM STAbotorD � W/ 57M (SEE WHMLILE ON vim 4) __=ekNCR1ETE ON OCK REQUIRED DIRECT AN_Q OWN" INH&nU Q11 4M :�M,p C I . ; -1 - f � ' E,�, , I 3 i - � ; I : I I , I I 1 1 2 � I I t� I A I __ yi - I _____ /4.�,' I Y, 4r. , I., I '" I— a � 1 -11 ., NERW I I ,3 " � ______ � I I I ! I - I � - � , SOX '� ft. , i ! OF 'L7, I ."��f�..11.1. I 1 1 I I I --a MAX I L� -,� I I , � ; . � I . ------- L _J I 5w� : I , , I I I . Iy4'-20W4' S.S, SOLT W/ 7/s - YANG NtYr � 0 TZ I�nc� f CONCRETE ANCHORS � - - im sowcom ON SHEET 0) _M_I:=E o" QIRECT AND WALL M UNITING INUA If "AM" i!m,p - LEE - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MOUN11INGS CAN BE SHM 9) COMBINED IN ANY WAY TO SUP` ANY INSTALLATION. ? �?, Q�' � I , I I � . --a � I � I I k � I , 4a��Li�_, ; ! . I : A - _14.ft V P I � ,;-�. � I i i a VWxI � I I I I t___ 1 � tl� ____ _ - - I --- I - - V11:. � � . � -. . 1"' �Mw� _____ I g6 Imvw� I L______ -, I I fl _______ _ ANGNGRV_ FOR CQKRM SEE SGHrGLU ON SHMT a ---- - . .. ... L- MR WOOD so SECTIONS ON SHEET 12 1 :31 MR.. 7, BY` 3- M..j � I. . � " .- (kM CNIRAP -1 WHOLE VALLEY) FW-14r WIT " t" � . DAL ! I i I , I I I � I, I - i 2 ; I � . I I I . . � , ! 1 !4 � ,! I : , i 4 Z I � . : ; I I I L I S . , � � 11 ; I .1 t I � I I i ; � I I , ,I i I , ; f ! 1 � ! i i J � WX I I I ! I � ,I I . I ! � 1 I I � i I � ! : OF 'L ia , I 1- LL_,_1, I LL'I 1 1 'LL J , , - --- - MAX F -4- .-, k _... I, - -7 - _11___� .1 __1 71/A_3WI __7 I _r � : 2 � I i ,- � L I - I : i ,. � I i Q i I ��J ; , � 1 I ; . I , � r I : x � i I � 4-, , , , I I � i . ; � , I I � -_ i I I 0 � I IF, � I , , I , r , I I , I . , , I 0,11 I 0 1 T j t . : ! I I I . I - - I " ,�L �Ip 1 1 1 - ---] I 9 �__ , � ! � , _� I I ; s � i "� 1 � i ; I- T I � � � I ", , - I I I � : � � i � I I � i I I � 1 � 0 i �" , I � : I -, i i 3 � [ I ____ 4 - ! , 1� � I ��_ � I . U � : , , - - t ., I ___ z - SOX I ___ 1, - - . . � 7 -, I 7 � � � - I . � I __=_ i - 1 , ! � ; . 1 ; I I . I I I I � � Or 'L i i I . �--�-! � : ! � 1� � 1 , 1 i ; ! 1 '� i � I I � [ 1 j � !; � 1 � . I i I i i I I � I I � 41, , : 1 i : : 1 1 � I I I ; I I - I : :-� - :1 0 i �: � i � � � � ; I � I I � 6 1 � I I t : A � il111.___J.__ _ I i I I I I I I I .1"9..17 ; � I - L*.1`E4nW1`a ."� N 56% - 3'� M"T �� .... 04_4 - 0 1 � i or Ir 11 kw. � '��,��,,"Z'401"'11'��_� : i MAX _--.-- - _ - . ANCHORS- FOR CONCRETE SEE SCHEDULE ON SHEET 2 ___ - ___ � FOR WOOD SEE SECTIONS ON SHEET 12 I :�,_ s � 1 13 . I . I ED, 11 l 1, i : REGULAR STORM � ; 1 Mi�291 & a ELEVATION I ; ! � � I � � I . i 1/4* MAIL GAP L � : ! � __ I � I : � I I 2,67" � - ___ - OW[M. WHOLE WUEY) . ..... . � - 777 .. - - = 1- - I K�--- - � - - _� . !, - CONCRETE ANCHORS � i i i S��!:, � - �_ - �__ �' - =SVEDULE ON 1/�F` wx� ?10 , � .- I __tMCO� OR SEOM A�-A CCU.) 050"M . SCALE 3/32-.1- BUILDING CODE _1__J (D (1) c- C/) -10 —00 > (1) c- -I.-, I " (L) (:L) " CL CL C= 0 _0 0 L_ = CM _C0 .— 0 -0 W -I-, a- (n - Q) -+— = a) =3 -0 0 Co 0 0 - M -2 . '- C/) -0 = = L_ L_ (1) 3: CU = C) .0 -I-- CU L.L. ,,I- 0 Co > U) U) (1) U) L_ -4- CD - 0_ C - �- im -0 'R - .(- E U) C)- < t 4 Z Z W Mi ;-,MI . Q 11-7- _E ..; .!2 U) W5 --X 3: W .- > a) !! '. = = L;: (n L. a) (1) C: M 0 0 L. L. :3 ,.;-- G LLJ - .!5 = L�_ =2 I.;, M 'm CIA LA_ >< = C:) - " .= C= .3 C�4 = IV :5 W = .= = .- .0 i CC ` W .= W (LI = ,= .!! Z., a _= E ED (J _P LU 2 < Z Z < __J 0- -4-0 (1) (1) _9_- U) M > 0 L_ CDL CL < -4-0 0 =3 _0 0 L_ 0- (1) Ci) M M ___ - I __ I __ - ___F_F_FT__1_I _FT__T-rFTF-FT--I __�� F-IT � � SHEET NO. SH 1.0, i�ME£T4 +'1e4 RElE AunMRI S SHEET a E aN �T6d P) � (W/ aCDyM. 6S4A-Situ j• MIIN1PIi�e 1 f STEPS a A 0) WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS 1• -O .1 � PIK• ZNZwff Iry�P, -IW : aC1rVYJ � `'q 1, "1L DIp. TO'�9a11�L) MiA.IXN \. MULL" 1- ,• �Sf1�6l�TMC9N 1 /4, �. tin. at1a run cRCvr .a, 1 1• � � `. 1W311 4/ YT �u�ts / WASHER 5/afL4�'EA qDtW�G�LN A. IFEMIMTWN INTONE' fMLSNLcakK 4r0Cn 1,� 1/2- ED,....- R SCAtE.iLLE.IVA 1 4 ". 4. �irf! oars° la°"�ino AI i i55L r:aL. -]]AN Paf. Ut1AW - p067R4 liChaULSDW ]M5 SeMYT1 e Ile MLLX. a/1A x �'SCNCIw.TE s lM.S. • r ac Y{�y. NUW eld �,�0�{ PrI•L w a' -sr Len. *AaL NATYN � ,lK•. nn - �A �f1E90N xN�9t� _ � ,- _ IeALFM - ^� 9fCTNMS 242, ,,r"'k9T y9sn K Y� , DILL] CM' �rt DETAIL , Owl or aDlmnlatU MUWON SCHEDULE 34lI) AEAf31RE L615MNa NL term. M_ MULLION SPAN {FL) • REOUIRED 9Ln, IUBE MULUDN - 4 11-1. 2" . 3` . 1/0' > 4'-6- TO V-81 2'. 4". Ile 5"-B' TO 6'-10' 118'. > W-10" TO W-0• 2". 6" A 1/8' ° W%$ Ytil.7DAFppOR ASp M,t j PRESSURE M]NG +Te s OMEA510N p.e. CRENTEC SECTION 1 �L Yo srORM PANF.'s`�iiaalE SCALE 3/8-1- NOTE MVLUON CAN AtW BE INSTALLED W/O STDRN PANELS ON TOP ((OONEBOTTOM PANEL SO THAT WIS / TUBE 1R A* M) Bq'RDM OF OPENING. a�K1N�OmYM 1 Pg1rp 4 I 1 SPLIT STORM PANEL ELEVATION - SCARE T/8"+"T- Nurr{cone INSTALLATION QETAILS FOR REGULAR PANELS(l) INTO EXISTING WOOD STRUM LIRA I/at+ ttP rERLA9 • r ac w - - w+ - ... I ' Gaaa-u NNao .- + Ram • r aP saLAXerR1OLiR"� ,.--•. -__ 4 rw. - - 4 - /'`...< .'�-<.... , 1 v eAa meta w t• asa/ '-�` fJ''1/a'. }M CASES r M Irt 4 Al ACEPrMYIiR '.. �: ': J �.-_ .,.. '`<_� 1/E• ,d" 1NKIAaa CR rn 6AE•i& /OrTARMH — -_ 'ntr' l+•sJ 4w-,e y' `_ " m a;w,n.. . ++� C% INmnRAw ' J/YF•ro m NMtlrc 1K9m rwtPCa AaJNK[ w men TwNotsx.. m rpL is �AMS tAat r aj ac 4 Jm i RtXw IrAPER f Fenno Saw t4wwe. /r 3 . - iNP[ n iM � ro Ph i EE 1 I y � ' I +2 t i'I ) � fNF4 i�I � TIA41f8 aR 1.FiP 1• � w f t., �. #RD1/Y� 41, m i R•. ,,..�I `' TIK PRat49 v I-A I 5 WALL UOUNTING INSTALLATION -. ALTERNATIVE 3W sGoi ii p eN � I +° ~ a _.____ ....--AA, � ! - SCAT 7 /s• . 1 • WC AC4 R UiRI' A1N r 1 i CG sn,P • a 1!N" ac � `°DIP ° YAr ASYa oaK _. � • I;' �,T aP. W.OMD' M NAM NLrNFP. _. . _-- - INSTALLAT1f)N - ALTERNATIVE i-W xrrtl r' a.c t HASsu ,. e'RsAo. r .. ✓T � M 8447E - _ z-- 1�1 I tee. 11nu1a9 __. _ ,_ _. ro'.. SCALE. Ile 'E 1' OEiLIND A FLOOR MOUNTING WALL k FLOOR MOUNTING WALLLMQUMG 9W 1 STA TATiON - ALTERNkTW4W INSTALLATIONS - LL=NAM Tau (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX. SCALE: 1/4- = 1- IN ST�1'f L'±tON �. ALTER - -- N A � --- A.S.M DESIGN PRESSURE RATING) SCALE: 1/4' r 1' SCALE' 1/,' - i' "111 M. s aNrdlta 7•M^ Mt04 9MT w tmC Al1RHRA ABwlk4feN 4(N G9RtRC mMN NOTES t NHtnu,NFF FLOOR h1OUt0NQ INSTALLATION - SECTION LAW 1. INSTALLATIONS ARE ONLY VAL10 FOR BUILDINGS WITH A:S,D, DESIGN LOADS UP TO AND PANEL'S UP TO 8'-a'. P' .,Ay�. � '•.'ti +55.5, -72.0 p.a.t, LENGTH 2. FOR NEW W000 FRAME CONSTRUCTION: MOOD MEMBERS TO BE SOUTHERN �ay1; CI.NS FLORIDA BUILDING CODE (High V•Ioc1I Hurtican• ZOR• PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL No. 4167 m'0' 20 DACE GALVANIZED STEEL BEGIRT PANEL DAMON IIt7tE._FDS GoMHIN6TtS DF DTNs: C �` - GLOBAL PROTECTION PRODUCTS LLC. a7I2Ar2�X0 X - TOP & BOTTOM MOUNTINGS CAN BE�p4+Y00 .F ,r tit '7%'••v3 R>w.51 STREET nL H�°a s - 20-176 COMBINED IN ANY WAY TO SUIT ANY �� FS' G �' 6yi �r0 A rw. +rw sNRNccOn w: (Ps.aSs FF.r.}ta34)ma-dT67 nr. ESR am- -ITS, INSTALLATION AL I•� AFMAtMHI INIINt $' /m'g FA-OpA716 � • rLIe..KIr Ma ern « wKTER A tBUr LOLL P% maee «a oRk.4 NP' ARM. aF 96 CONCRETE ANCHORS CONCRETE ANCHORS FOR CONCRETE AICHaft SS SC IMULE ON SHEET 14, (SEE SENMLE O,1 (SEE SCHEDULE Gt rok WOOD SCRIM, SEE SECTION NI SHEET 1a SHEETSF@l.5CO" 1/4, V2f4, 3/4 /4o4/4 t2A, iW/1 _i POURED CaDREE - 50015 rt` Nie4 25O' .\ Mb4. OlIREO CONCRETE � •. ��..,-_-�----.... _... MANED I CmK. I N G j Lm� f � ��� 1� -Fij- PARM(!�{�1 i I f � iF i 1�T I I f�l i� �rt� PANEL)�TO CUSS " 9 O MINE WaNG O 3 31aD a 12 I2 D 50A3 a T2 t%s`�D.c. q1 .1 1 i I 1 4'hi' MACHINE i/41x1` 11/NCMTE i ul, I 11le In, 1 WI SPFEDNU7s s/6" Men. CctSE 1 _.._ SC1�M w/. SPEIDNNS i jEf s (SEE DET. 1/14),^.'Mln. (GIST fl) 10 �e 12 tit'DA.j_ - .. _ _a- _ ._-- ( I (SET DIET. 2/iK W i I AT 046 PAIF19) it i � 2/T4 • NN G i DETAILS j{ )ov WALL am -AM MMUKRED i i LOHI /4, 2/4. WA, 3/4 OR 4/4 1 1 2i A 6/15 1, 2 & iW/15 l I I ALTERNATE LOCATION T)1'1 LIFE PANEL AREA W/No UPE SAFETY PANELS ISSAM NOTE E-J SM NaTE #BELOW] Ya L_ ,.: .. ..___,....._....... ........_ _._....,_._ .._... 1- REOLRAR PANTEtS w/ tlN-....,.e-. _. / E LELAR RAGKs . --I,... SAFRY P�AhIEL (SEE NOTE 1 TE AA1L1IaRa CHEDWE ON -; ,1%%-'r/.. •:. . �i�..: =. � `;,� / .t BELGWj r LAST PANG {� 1G BE INSTALLED As LIFE SAFETY 5T0/8.1 PANEL OPENING SHALL SHEEP ,4) POURED CONCRETE - f" (j�E CABOPTION � #1 FOR 1 ALwATS E PRWWED W/ REAR RRAME TO S7OR Cant IR£OE1NiE0 i7OORETE. AINCN[wS �' 1 _ BE INTATE E TRENDED REMOVED DIE 0 OR tEMS)L'ED FROM LR96E {E SOMILE ON .%? "---£.O OF STRU SNEFT ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32--1' - SECTION 1 SCALE-- 3I$• - I• - SECTION 2 SCALE: 3/8` - )' "Tf4• Mac m.P ..._ NEaEs DM.IdEi�T ..t]nP" PffiPIE1.4S1EL!,.I1�TA+raFNSN - _• CAP : L LIFE SAFETY STORM PANEL. CAN BE LOCATED A6 AN ENO PANEL (FIRST OR LAST PANEL)OR 1 AS AN INTERIOR PANEL CAW CATION IN BETWEEN(A� LBEINSTALLED 6 g (AL$HFM1E LopTIDrN LIFE SAFET` PANELS MAY OR MAY NOT ADJACENT TOO REGULAR) PANELS (W/ OR W/0 REGULAR TRACKS) aFE A)s Ar Erm PANGS. RE Ron ,) B UFE SAFETY PANEL. CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION R-R PER COMPONENT. 1 , SHEET 2 OF MRAWINO, SCALE 3/32`-1` 1HL4 PANEL ALI.OwS ITSELF TO BE REMOVED OR INSTALLED FROM THE 09SLDE OF STRUCTURE. ENT& BOTTOM TRACK TO 3: LIFE SAFETY PANfLL REQUIRE- TOP TO BE BE COMPON AS � SHEET 2 OF THIS DRAWING, MOUNTED FOLL.OWINO SECTIONS 1 & OMPkTHIS WALL OR FLOORON .TIL(LI,- 2 ONBE SHEENENTMTA,Y AS WELL AS DETAILS 1 SHEET ' �frN3� ,•"" � • " i Min. LENGTH FOR LDMPONEM QI)S IS. �' FLORIDA BUILDING CODE (10 h Velocity NL Mo.. ANCHOR SPACING FOR COMPONENT 4DANCHORAGE AT BOTTOM 15 GIVEN ON - * mto 1eTR,, plc 20 GAGE GALVANIZED STEEL SHORN PANEL scHmuLEs 1 & 2 SHEEr 1+. L°OMPORENT �1 MAY BE PERMANENT OR REMOVABLE =' * '. ALE 1)F""'^Y L r--w 5. SEE DETAES FOR INSTALLATION TWO WOOD €FAME BUILDINGS ON SHEET 15. ' A•Q • *` - --- �«` j�4MH�I.� NN (i LDBAL PROTECTION PRODUCTS, LL( 6 SEE SHEET 4 FOR MEWL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF yA dL4}' • �• "' M A ENw WG CLHmANY 44M $•W 51 SBEA L1AwE, FL ivta SPACERS AT TRACKS INSTALLED A(LIACENi AND BEYOND TO SRKCO /WOOD BANDS. N4iAf11 ON,. --Mal AM. A sa 3aI erc ATM. +*-Ri m-,y1 "HONE'. {63{�-7346, FDIC (654)8�-674T PE SEAtfSOMMTURfDA)L CA-Wi1e119 LM,•'.a KIP �+s MAXIMUM PANEL E QM "L" SCHEDULE NA eI tLNv trSY tl4MG'1.=1N1 Sri INLTA )ATMWC Aa oc4 K-r-Nric , pr�gWPdLRM g15l&(�RR•E 'aRA NDRP4h+9.1 }�. F L£IiQfH {5E£�) N � "i �P k Dm3pttgN . r rX 0 'i/0 +eSA -724 7"-S" OR U35 2 Ile UNEWLID) I TNRu 5 ! T i3a.5. -7m ?7' 6" TO W-8' Max. 2 3/4• UNBO.IED i TIM 5 A 7 .55.0. -T2.6 3 1/r •" m— Is +43:8, -4&0 Ir-4' OR LESS 8 I,- • A1poxvw%w`I & I & TO. 4 BMTM w/ 1/41M-2011- Ss. MS A W04 M AT OA1X+1P & MIOlENCTI OF PANEL rAILID ONLY FOR PANELSM& 9 INSTALLATIONS AS PER SECTIONS 1 ''Oft 7. ON SNEERS 4 & 51 MAX64UM AS.O. MSNM M µ� _) - tALXNAAL motor W004 FOR Co. - 3 1/Y '• APPLISECTIONS yT LE O NV7 CiMBINATiON now WXMNN pANLy LEEN:SI# 'S.° (EI, EAPCCN CF TAB-6RIN CM3d-W PANELWITE FEW" R PANfS1iA71E KOS M MNCRFTf C 10 CONCRETE To SLOCK TO CONCRETE to ODKICCRRESE K m CONCRETE TOOF BLOCK m CONCRETE �� a' NJA NfA N/A a" N/A 4^ N/A A. W, 6' Y N/A NIA d- tY S` Ir d".. 4° . - 1 (Ba"..) WA WA 6` N/A b' NIA Orr NIA 2 0M... N/A WA NIA B' N/A S' N/A 5' N/A 2 (SCROM) +s", 721) e' NIA ?TPA NJA 8` WP A e` N/A 6' NIA 3 A K (Epp) L 7"-6" MLESS OR LE55 0' 4 N/A. tr 6" :.. 8•- Ir S' d" a (BOTTOM) g N/A NIA 6• N/A d' ii/A d• N/A 7) d" I 5' rWA NiA 8 ! 4 & 7 {aTrtXt)N/A A/A d 1/4' 12 1/2- 8 1/4" D 1/4" 0.]f4' d 1l'4` 6 9J4• 5 � � � SCE 94EM 10 & IT FOR ANCOOR3 1TP6 A SPACAQ FOR INSEM AMNS 000 10000 TMMF MJWM MINIMUM ANLYAXL"SPMIACNAS ARID MM6AA6 EDGE DISTANCE ARE 04CAIM ON IM SCYEAI.L FOR LO, LESS DAN X101CAT60 aN wwx RW a ANCION SPAC'XL7 BY MIANPl.YMM SPACING St " ON SONFJ2ULF dT THE FOLIDAYF6 tocro a, FOR TIMES OPERATION 10 IE Pass�F�UE. IECUM UPACKA) 6BT."M USItNC FA67MtY SNAIL NOT BE LOS TRW MINIMUM sPACHO ININAI p nA EACH ANCHOR Vot AT A CHD>ffi LEGEND. ANDIM 7108 1/4Y 1/4'e IIVA 1 1/41, -PLUI T/494 1/4"0 UP0.111 [I liF-b! - m aMk�1! ELAN-9� Mn ANOCW ACM• (M+1 _ 3 S 1 ! t t/Y 3 _KPW rMMYi ten W Uav4M rmK (aU) 3 4 ! 1/7 - ! V2 ! 1/2 - 2 art I SEE SCHEDULE S ON SHIFT:* AFOR L Ift, 33 I r 301AARK"I" 70 BLASS. I 1 1 I 1 I Tf4" I.D...51W LONG BRASa BANNO W/ 1/4'0-204'8'.S. MS. 0 6 t14" DC MR PANE! LO OTHS IF TO 5'-er AND d 1 I� 1/4- O,C Me Lk wNs LIP TO W-B' Mw w L - OR +14-10 RI.N11 MATE TEMALE ID DR PANBMATE PLUS a 12 1/2• D. G WIN 1 X ( .� • 4 #I 4 Its IN -if -I A M. MOTES, 1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.$.D, DESIGN WADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO B'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EOUAr_ TOP & BOTTOM MOUNTINGS. CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. STUDS 0 EVERY OVERLAP (12 T/2` a •C,) TI4 INO10 PANEL INSTALLATION DETAILS FOR REGULAR PANELSa A f1� .r INTO, XISTINQ, WOOD STRUCTURES - tIK ,AL SWiYA • 4• D.cwJ '-i- T INn ,waALln PBETA'MmN .. � ( - ii i, 4 J 1• a6 n .�'X P1� / s2 Nor s• c I I4 �. ye __ 711, EQI I 3 91aW 91F1/RR Rvq a 1 f { 0000 HEALER 0 PCOUREs t ALTERNATIVE 1 W + SCALE 3/S.I- SCALE 3/8-1- 1 am SCHEDULE 8 L r-- N TION To IILAes ; R vaa�i ' '. ( I _ EON ! Eq,x } t. ' 1 EET i` - � av F k _ ED '• ED t - _re 7SyL ,. ° i') w000 9eAtE j AMNMID - 4 as E i/alr Ah 9D OWAGO s G.0 w/� —� +f2 Mn wFda@ POATk LEAN ALTERNATIVE 3W ALTERNATIVE 4W 2'e4 1'MATE 1I$;, a up"" or PRATE.. SCALE 3/8-1" ....SCALE 3/8-1` I R£'OU9lP7,1 T: 1` AM ERME IY AtRtt.11• v4A It1M4t 1 AT4rtu NOTE : SHUTTER TRACK] HOT UMNS SHORN FOR CLAIM //��''�� �} �R�S�i!#lilri��IlRdil�Ril��d•t!!)•I!� r r 1 ': L I• (•1 ,A k.t +,N.e,r. kl :tttd, ALTERNATE AT� � STUDS Q EVER OVERLA t12 1/2, O. C tO HOLD PARE 5/6' Wf (CASE 1) 3" Mln. R tI; �Ii y.EE 1 r SEE ! Y INTERIOR PANEL \—END PANEL �..f � � I^.°-'3•.--" �AN��OMOR-•'-M�j2�-3-._-j SPACom SPACWC "-3• Min SCALE: 3/18' - I• MAXIMUM A.S.D. DESIGN PRESSURE RMING (R.a.f,) AND CORRESPONDING 4X1 AN EL N PN GT L SCHEDULE 3APiL } ;.-41tilr m ,BEGETS: �!1 .,INCICKMO..EiR LFE .SSAMY STORM P`y` SYBTLIb III eHFET 131. A.5.D.. TAPGaM C' TIAF;Qq" OIiK-1N PANEUV RE FEMALE e. P Wuwt PLM5 EA DESrA PRESSURE m BEALL�LEI3CX CONCRETE To � TO ",I 'm IT BLOCK CONCRETE REIE � C0Nc �8EEE To � sEco" I p COMBINATION IM NAXRWM PANE. umH Y` (tLj 8' N/A N/A NIA 6' N/A 8• N/A S' N/A i A 2 (TOP) 55,0. -74o 9' 7- B' 9• B' 9' 8` 9' 9- B" 1 (BOTTOM) 5'-0' DR LESS 8' N/A N/A N/A 8' NIA B" NIA $" NIA 1 N 2 (TOP) +55.0 -72.D 9` 5' 9' 7 1/2' B' 9' 8" 9" 1 (HLi1TOM) 5'-D" TO 7'-8 +55.0 -72:D 8• N/A N/A NIA 6• M/A B. N/A 61 N/A 1 & 2 (TOP) 7'-6' B'-8- 6' $' 8' 6' 1 (BOTTOM) To MAKMW Asa. f1ySION PRESSUREwe" RATwIG I MO 0 S/6• MI,. NKM TOP OF A" USE A (S W 0 3" W. RSW TOP IE A CLIG APPLICABLE TO SEOTIDNS �' & CDMBUTAn OF THEM MA)OMUM'1." PANEL LENGTH {YC.) T TO zED ++9.2 -61.5 3^ 3' 4 1/2- 4 1/2" 2 (BOTTOM) 7'-6- OR LESS +52.8 -68.0 3" 3" 4e 2 (BOTTOM) 7•-d" OR LESS ' +65.0 -72,0 2 1/2" 2 1/2' 4' 3 1/2° 2 (BOTTOM) 7'-6- OR LESS +55.0-716... 2 1/2" 2 1/r NIA ILIA 2 (BOTTOM) °-6" TO a'-O". +55.0 -72,0 N/A N/A 3` 3' 2 (BOTTOM) 7'-6" TO W-8' MMFREM AAJL Mr. PAEL LA/PM HYaSSUIO' MIrF TMC 1• tn) yy SE9MARMIN+ PArFi 1P.33 (ptE 3EaLOY!) m tAAS mOp11ON KILLS -rt.a 4=..4- X a/+' tAMECTEa SEE swu 15 FOR ANCHORS TYPE A SP/ONO FOR INSTA.L6NOIC> INTO AVOO FINALE BVAOBN. MAS M ANCOR SPACINGS MO M IN11401 EDM DISTANCE AM 000k FO ON TIES WCMULL FOR U.LESS THIN INDICATED DII E AN SN]IFDIAE ALGA ANCHOR SPACING BY MEP. K po sSPACM ON SCNETKtkE 6Y THE Fi)LLOwilf EACTQRS• FOR 7Hf5 OPERATION TO K 1>OSSIBLE. atz. RECUR REOLKD(T7 9PALING DBTAMETI LASING FALYO; SIMLL TROT 13E LESS THAN "A+N SAACHG I11Yx+1TEo f0A fllCM AIIGIOR 1YPE AT ANLYIGR5 LEIxB,b. iJ4°r TI4`r 1/4"M 1/4'. 1/4'1 A0M 7Yr+E iTA4W a 1RP-cIw P�'4''TE ^w4Y41F tws-N Me, ANGNX smcow 0.1 3 3 2 tfr -AtKawANtr (ki , ? ! 11 3 iAaMINI MPdI. (InJ 3 s. 3 f/3 3 1/2 AC RK EA por ompuv •tICIO1E _ PAP 1 D0 LOP A! 3 .:9�..- IVAUD ONLY FOR. PANELSCti& Q06&ft1A1tONS AS PER SECTIONS 1 THRU 10. ON SHEETS C 5 A 61 AMXUAMM MAXIMUM WHOR5 SPACING FOR ED. - 3 1/7' - - &S.1 OEM TAPCDN CF TAP-CRIAT CRX-IN PANCLAIA E FEMALE (D PM43A SE PLUS sow SET APPUCA&Z To SECTIONS 4 & MAXIMUM PANEL PRESSURE RAWS10 70 C TE CONCRETE III= 'TO COCRETE CONCRET: BLOCK _. TO CONCRETE CONCRETE BLOCK to CONCRETE CONCRETE BLOCK To CONCRETE TO CONCRETE BLOCK in CONCRETE CONCRETE BLOCK ANY COUBOMnON OF THEM LENGTH "L` (R.) B• NIA N/A N/A 8" N/A 6' N/A 6` N/A N/A N/A t (TOP) 6" A. WA, N/A 6" S" 6' $" r 8' N/A N/A 1 (BOTTOM) 6 N/A N/A I... N/A C N/A 8• N/A a` N/A NIA N/A 2 (TOP) 6• N/A N/A N/A 6' NfA S" N/A 5' N/A N/A NIA 2 (BOTTOM) CF55.5, -72.0 6" N/A N/A N/A 6" N/A 6' N/A 6' N/A N/A N/A 3 * 4 (TOP) >T-5" TO W-SA OR LESS N/A N/A 6" Ir 6"... 6'. $' 6' N/A N/A 3 (BOTTOM) $` N/A N/A - N/A 8" N/A 6' N/A $" N/A # N/A N/A 7 (TOP) $" 4" N/A N/A $" 6` 8- 6" B` 6- N/A N/A 4 A 7 (BOTTOM) N/A N/A 12 1/2' 6 1/4- i2 1j'2• - 6 1/4" S 114° 6.1/4`. 6 1/4" .:I 1 6 1/4" N/A N/A 5 (TOP/90"Ofil) 50.0.. -53,3 N/A N/A 12 1/2" 6 1/4" 1 12 11/2' 6 1/4' 6 Ile 6 1/4- 6 1/4' 6 1/4' 1 N/A N/A 6 (TOP/BOTTOM) `-$` TO 11'-2• 95.0. -72,0 N/A N/A 6 1/4" NIA I 6 1/4` N/A $ 1f4` 6 TI4• 6 1/4` I 6 1/4' 1 N/A N/A 6 (MP/BOTTOM) 8'-8- TO 11°-2" N/A N/A N/A N/A NjA NIA N/A N/A -... E 1/4° 6 1/4' A 1/4' 6 1/4- 6, 9, 10 (TOP).. 43.8. -46.0 6' 4' N/A I N/A N/A N/A N/A NIA 6` I 6" 6 1/4- 6 1/4" 8 (BOTTOM) 2' 1-4` OR OR LESS 5" 4• NiA N/A NIA N/A N/A NIA 6' 6` 8 lf4' 6 Tjt' 9 (BOTTOM) LESS N/A N/A N/A NIA 14JA. NjA NjA NfA 8 )14" 8 TI4" 6 Ti4" 6 tf4' 10 (60TTOM) SEE SHIFTS 10, 11 AND 12 FM ANCHORS TYPE & SPACW, F49 WALLA704 MO WOOD FMW BUILDING. MINIMUM ANDFOR SPACINGS AND MIMIM EEGs DISTANCE ARE WOCAM ON THIS SCHEDULE_ FOR E.O. U39 THAN INDICATED aN IG SCHEDULE REDUCE ANCHOR SPACBY tAAIWLYNO BAASf#AT "" ON SCHEDULE BY THE FOLLOWING FACTORS, FOR THIS OPERATION TO BE POSSARI-L REDUCED SPACING DOWNED USING FACTOR SNAIL NOT BE LESS THAN MIIMUM SPACwts RXIOVTED FOR 0411 ANCHOR r&E AT 7+NCM LEGENDANCHM . rot 1/4S Ile. 1/4S 1/4; 1/4'. Ile. tvam - CF W-61® D CI1N-M ID-+tT 4*Fc6ia4fAaE 14awA1 C2nPrY 91oik (RAJ. ! 3 -A 3 ,/2 4 .112 AOOILIM (1S9L F Ad T 0 9 - a INSTALLATION DETAILS EORR.EG.,�ti LAR PANELS(I do tt INTO EX151ING WOOD STRUCTURES {14-1D RANEIALMIE PLUS `�' b 1/4' O.C. wI 7 7/8" �§�• �; i°j :'i /TI4-/A PANELMATE PLU6 �'$ 8 7 4' D.0 W 1 7/8' 1}1RFAptD PENETRATION t0 EICISM NIi wnaD IM¢AD£1i - m TON 10 TIMID EXrsnnc YtOW HEADER -• 7/a•4-aJlY ltiRY SRD • , 4 7/4•D.e.. SFE SCk1AIlE ON LEE 1>ClAVIItE EMI � SH€E4 d FOR i@5 6EPAwA s, S A FOE MMrRi•Tlgi TOBAD s TOMAsS ..- +/4Y-i1Git 53. MS e/ 7/1"A x 141 _.. ' M. PANEL LENGTH --_ (SEE NOTE t) •. !/32' KIWI; NUT I 3/32' KIRK: AAN 10 12 ' W000 RATE ORSO 1 *, �i 14-10 PAMELMATE PLUS O B 1/4' R2"A4* WOO EWIRm D ACME II . I SCRpN 00 W" OF PLA7E STAOGEREE STUD 5C' i 1/2, DIRECT STALLATION— AT MKY*VTH Of P SCALE Va-l" SCALE 3/8-1" 1. INSTALLATIONS FOR ALTERNATIVES 8W. BIN & 1OW ONLY VAUD FOR BUILDINGS AS.D.S" LOADS UP TO +4J.8, -48.0 p..L AND 11H11NNNlIFEt PANEL'S LENGTH UTO T Z. FOR NEW WOOD FRAME. CONSTRUCT", WOOD MEMBERS TO BE SOUTHERN '*�����y.71t�f��y�i A• �.*--.• CENt '' PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUpt... NOTE FOR C0149INATION OF :rE0QNfS. � TOP & I'34TTOM MOUNTIN[s CAN BE COMBINED iN. ANY WAY TD SUET ANY 11 ' _"0..,'a',: �T - � .a • MaX, PANEL LENGTH (SEE NOTE 1) ) 50R OF 'L M o ER '\„��" jL; Ia-1D P:NELMATE PLUS � I T PENEHEADE N O E1SIS11NG WOOD HEADER EXISTING A I� ' r 1 3YBN O •SOD LEE srtEDwE ON I SfEF ' Fart wn. AsevARAnaN : 74 WADS. PANEL LENGTH (SEE man 1) OF I ItAX I _ 7sf55-YMs wI tMA7 -. AZ i • �. 12.9fY 9.G ( ___..{ 1j4^y LAG SCREAS /2' 1"F4" WODD_PyAj$ �� L. t MIL THREADED REOUIREO I �I, PENETRATION AT MI)WEXTH OF PLATE DIRECT MOUNT N1 INIMLLAM SCALE 3^-1' INSTALLATION DETAILS FOR OPTION j 1 FOR LIFE .SAFETY STORM PANEL SYSTEM 1F+�[ l EXISTING WOt�Q iS Ui TURFS rot= HEAP° AVO ff _ GR d RE�CIJWlkEO� d i t HrAD RFOUR2W ER ya 6 LMAN'tt1 [[ 7 ev4s13It 3w e tEl2`D.c � ALTERNATIVE 1 ALTERNATIVE 2 MACHINE CET. 1/1K) i SEE SCHEMAX i DM MEET 141, p SEPARATION i E i •� I ED.... ED � I EpIp__ EnIE ED 1i WOOD RMUNIED I TE k 1� i lI k?I ALTERNATIVE 3 ALTERNATIVE 4 REQUWiO 'III tJJ4'r LMli SCREWS 0 C Gil w/ 1 1/2` THREUL'D PFtIEJMTIQN OR +/,"E.B,TSfC LDNO efa MA819N6 W/ I, f m z 55 M� : a ae as LING-20 PANG,AM.TE 7CML): N DR ALTMOVE W9QQFRAME CONDITIONS & ANCHOR LOCATIONS FAHEI.AMTE MteS • d`O.C. w/ i 1l2` Wn. ve - 17 TIRIEATbEII PENEIMTRM 1D Gwr*Tp+G WINO FIAIE NOTE 9N1TER TRACKS NOT 53f01/! TT1R GJJa1Y 41MNIIIINN1, WALL MOUNTING 1tJ TALLATiON 4K � � N. TILL j LA TERMATIVE 1W LN •., SCALE: SJa• . i" � �•'; V 'S l FLORIDA BUILDING CODE NI h YelocIfy Nurr)cane Zonn) s* _ rpN2o XtAO' 20 GAGE GALVANIZED STEEL STORM PANELMUNN W. 1. DSTALIAHON4 ARE ONLY VALID FOR BUILDA Vp RSA. DESIGN LOADS +55.5, -12A PEE AND PANWS UENGTH.LIP 70.6•-8, 2.. FOR REIN WOOD FFUME aONNSTR41CTlDlk WDOO TdFaEBO15 TO K SOUEHERNN UP TO : •6'_ °sI OF.�.,.�4�, 9�,• FL, 814°nx,�. -'< .. ._. .. _ e4`+1•`,','••.• .••, (O 'SKt �e NPR IL �.t 7M• O LN C.. GLOBAL PROTECTION PRODUCTS, LLC. Ln w/zrl� Aava &w Ot STREET PINE UP. 2. W/ SPECM'IC MEt15dPY OF 0.55 0R EQUAL-_ i,,•,..._ FF t AL <U tEBnMe A COMPANY MYC. iN 33314 20-176 AtNAMN1 INN .#. Flw 0. M. 5� m®rM YILiA.. A S:,a Hen LAW »,-,mt fr i4aR r'n-1PT (6'SR)6M-7543, FAX: (954)NO-aN7 GPAweG P.E_ S7tLf9RN71REiI3AtE t*-RI9 iFALTLTt.. .P.E 44167 a - favl� r,rt q « Am b. SI$ET I5 OF 21 -t--r U U c to C0 O� U �, U L N Q O Co N .O O C 0 0_ U m OCn �..L � p C1i > .Cn N L O CU^� Q F Co N N c N •LJ W I-- O v 6 o O m N r- t/7 L - a N N � N Q O 4O N Y 3 y • � jz O3 C CD m -C C Q 3 cc RCID y 0 F•A N i G C � � T •Q.O c Cn}/ ♦� �2 v ) > 0 CL �0 0 U (1) t. t V f LLI 2E Q Z Z a Y•� SHEET NO. SH 1.1 V1! 1 , - ,"-1-, -, . � I ..� - - "t, ,,,, ,-,-.. %,Oi� I :, . I I ". .1� . I - ... � ------ --------- ------------MCHDR5 (SEE SECTIONS ON SHEETS 17. 18, 19 & 20)----- 3: MAX, 1!11I,=1,7,2:%w17 a, , = W/16. I MIN, 9 * OAW/" tw1,;.:A%,.,i,9 9 118101120, - n - -------- ; I 0 � � 0 0 0 1 0 0 10"o : �� � I � j :: � rD.N91 I ' 'C ' I . I i c i �i " (D I I � I i T I i"W"I--��� ! '� , . I .0 -.41 � ii S,� ! ; I I � , i I roll � Ln P-91 ! � � I ; I � I , I I --- I I - J I _1 -I 'k `� , I - -1- I-- - - , " -.---- _ - - I �A 1' -T:-,- - . ; I'' � -- , i I i i � � I , i I . � I bIr-MN, � I ! wxZHO , tT &L. . _i _ i- __�__i__� i--- I , i I , . � �u - I , , i 'I .1 It . -1 I 4 AT �, I � I I � I i I , I I ,e, : � I � I I I . � , . L-j I_ ,- - I 61 .,� , - - - . - � N_, � - i , i - i � I � - � , � . -- ----- . , I - - I ,,,, I I , ---:----- -- r _� �, � - � - I , I 1 1 1 1 I; I I I I � - - - I - I � , I ___ . - - - - _ .� J. � 11 - 7 - - -, -I--- - - - If _�� ` - , f � - _p p � , � - - I. , i , , ; � I I � � � 4`1 --- ,`} � . I rI _ __!�!� i -1 � . -_ _;j__,L __ ___1 �___i__� --d . I , � 1 i I I rkil , �- I � I i i � i iX i I � � . ..". ( ...1's -,-* ; 1 O.M..@ or 0- � .. I I I . . I I. � t� . i ._J� -_ I I . i . I_ 1_,INvP,AP_ 4 - _' NEL, 4WIT, w/m 3- ii-kz", , 0. !X. 1* !M/17.4/117. U/181, '_ W4 OR a LVr A Rof A 4 BOW-1, Yaw/tv a saw/20 I" MIN.� 11 MIN. SAW/It. 7AW/I9k 8AW/20 � -- --- ----- -ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)---- - ------ -_------- - OPTION #2 FOR LIFE SAFETY SMRM F-ANELQ ELEYKION SCALE 3/18..I- ,/A- - w I F I ID Oft tNUeN, ,-T-9 IL_ � -9 947T I __!!j� wam Un swim, . � Mwj - I - I . I (1) PANEL I - - j 7�!� � �� � �� � �� 9117MM SECTION A -A SCALE 3/Ur-l' RIVU�iLy'lli7mr�IR--Atlm#1*4Leizm;L4*-i.iljzi4n;?311zlejg K8jz13*1;ak#RjI!1I1 !FY.41�vL'17,M;I;IZI:a-m.q*aeii�u,=6i*j;j:-qtiljq4 MAXIMUM A.S.O. DESIGN PRESSURE Max. PANEL LENGTH L (k) MINIMUM SEPARATION PANEL I - RATING (P.s.0 (SEE SECTIONS) TO GLASS CONDITION +55,0, -72,0 W-a. 2 3/4- 1 UNBOLTED ---I i i : t I I L I ; i .I: Mo� PANEL LENGTH (SEE SCHEDULE) � i CODE IN51AWATION FOR OPTION #2 EQR JJEE SAEEIJ ,51QR -MN" 5=10 INT_Q EXISTING POUREON #iETE OR CONCRETE ;IR CTURES __ 1141, TAPODIN ANCHORS _,_ 144 ' i 09. ;TAKON ANCHORS tJ4' TAPOON ANCHORS . __IZ4*. TAPCON ANCHORS I D.C. 04 � 4 r ox. I * a O.C, � I . )uRED CONCRETF ! � I ! , " , - , POURED , I I POUMMRETE POURED CONCAM I 1� , , I - 1, P '�' , COPKAETE � � � "I , . OR A T "I - R . � OR CONCRETE 1 , `3 '! SLOCR REQUIRED I I BLOCK REQUIRED I BLOCK REQUIRED ;� i . =- -L 1, : - , I � F-C- �, 114, � - I I 1/4* 1 Fc - * i I --- r - L 1/4* � " I - 4 r V_... i - T-NI. - i r�l I � S. I I I . - _ � 11 - __ ! 14, 1 k. � :1� I � I "----- - - I I -___ � . . I E.r. - � ; : r-6.. I E.DA �' , i I I i -0 I I-- - I I .... I - I i I I 1�1 CON. � I � I a � s ! r(;,� 1 I I p I i . � I . I __0 � _0 i ; I I I _aPvvgIIipx I ! 3 i i _13 "5 ��., I ; F _m_ Z-11117.1- 1 !I ,W, - i I .z I 1 sittia'a I 1 sNvxHq - r =,MON i 1 !? � t I I ONVIT I I I ; r I � ! I I I 1 19 zpn� � 0 E.-wi 0 M.� . "' i I 0 t _ L '' -- -1 � 'I- - - I-- � I GLASS i i , 11 I ,-,_ �1 - � ! A , � �_ -1 el 9 I I d6 - - -1 CIS I � ; I I ni I A- I I I I., - I I i I I 1� i I , i I I � --i-1- __ - �� - f �I , p 11 ,'I � ; , I I I ,I ql,�', , - I I a I I I I A , i � � � i '11__ '' I 14 :9 ! " - - I,---- �,v -11 .ji 11, ,, __ ��I, I I I ; � __,-,�, ,�_- - ,. " - � - w . 9 , �11 e /.,� .- ' I �, I.. &� S* . f x � ( � I ��� A :-- �I /., �� , ! I I W31111 . 7I.I.A.1- I �, I I , 11 4 P WMA yea *IT 0 �----I_..._.____ I a i � 4 7�� -,.--.I--- --- a � ; I �, - ! I � 1 1 . ; # I t I ; ! we" "I I= __ .- j I I_ __ j - - � , I - , � 7 _=�, � . I= I :� 1 4 �__1 'I �q I i I i I I I I � � L � � : I I I � f I W-] ; I I I i � i � � I ft. ; � I . a, f � � , ! � � L I i . I , - � _0 i IE,� ., I j Eo.- � i I i E DL 0 //� a 71 , a I . I � I I . I i : 1�1 I � � "L i � i I I f i i , � i i � -1 � � � I I i � I . I I I I � 1 4=4_�; ,I � �:: , T I , ! I I � ____ I U!- -_ - � _,J '&S, --- f 'I I / i i I t . i , 4 3te*. II.& *1 ilia' .s,s, M,S, w/ � ; - _y WASHER � I- I 0", MNG � I , - /;* 44=02 NUT WASHER ii;t%� . I , , ; \V, ; I . Ot IN "I .1 6 12 1/2 . (BEYOND) I :. -Am . ; " � - 3/32 � . 3/32" WING � : �= At 12'IWING ONCUT I i I . WASHER (SEYOND) HE1D- __._CjR/E4T'ETAMN ANCHORS I ,4114 ANCHORS ii I .__44TAPOOtANCHM ! ----1 0N�04 Ilr 0 C, ____AD� 04 1/2* O.C O(SEAEi/ STUD) (STAGGED W/ I 1- POORED CONCRETE � -Poum CQKRETE � �MNCRMETE OR CONCRETE BLOCK OR CONCRETE BLOCK 09 CONCRETE BLOCK OCK REQUIRED REQUIRED REWIRED REQUIRED WALL MQUINJING MUg"BON I INSTAI I TA ION WALL MOUHDHQ-jb Ii, MLLATION WALL MOUNTING I LIATION SECTION 3A III MUQM_M T 9_U 2 UEE 9i�.PML 0 RE%W PANEL .0 Uffgi�EL Sa4a 3/B-- I - .!� SCALE 3/Ir-11 SCALE 3/8*.1, SEE 94M to & 20 nd ANCHORS r4K & Aw"M TIM __Lj4'* __ ,%tlik6"lmt", MINCINO FOR INSTALLATIONS POP WOOD III," RUNE siftj:w� - A"o" witows PN.i I` ,&'..'-,.� � �� 11qN WIA"M ANCHOR SPACINOS AND MINIMUM I? I EDGE DISTANCE AM QN)VAIED ON THIS -eNM_ It-0. 0.) 3 -'%�EIENZ� '%. "I *** " SCHEDULE MR F D U3S THAN 9101CATED ON OL.-I j6n"*N�00 3 . FLORIDA BUILDING CODE Lfth Woo y U 90-CDLIE REDUCE I ., K&ITPLY" SPM%Ac stowN ON scieutir AORA " (RK ON= �- : %D, 41 . Z -MO �IEML INC. W THE FOLLOWN0 FACIT)AS, PM THIS . � _- , .*I 20 GAGE GALVANIZED STEEL STORM PANEL I , . - OPOOTION! TO K POSSIBLE Fwkm -------- I wr ___ .. *'. SPACING DIRAINED US94 FACIDA =WNOT I , - � .. UFEE�P__ ,;E�_� __ p, __ GLOBAL PROTECTION PRODUCTS. LLD. 1 - SCHEnar x 1-1-1-- , V ,--. _T�W�_-4,___5 010) %wi 61 sow IST Lois TIM MIN&AAA SPACING - - ., _____._,_. - _.. $ :.. I& , ;i� I Sic'. MR SAN ANCHOR wK 04 THIS , ___ - __ ., _____.__ - , '1111f,�& _.� 'If'? C'm _L - �_ - ': � " MV J, - �M_f � -a C .. = I UAIM.-D-EIAILS EOR QPTION #2 EQR LIFE SAMY ST9 PANEL MIN INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ _r' WCON ANCHORS 114* WCON ANCHORS: 'It, Mo i f ,i_,;. D.C. - POURED CONCRETE - - POURS OR CONCRETE BLOCKL OR Co��, L � REQUIRED I 1 REQUIRED � A ` I � - .r - I , I,/*' 1/4, I, , : , I i I I I I _.__1 � i q f � 4 . , I ; I i ,. I , ,1_11 i I 1, . ,d, 1 , I L . 1, " ._.I _ - I I i Ow. i ; L � I I I I ; i � I � 1MA4i au.0 -0 --- 0 - r_ - i � '? zar. T - I : I ~ IRI . . I I ; 18 Y I t . ; - ! Ix � i � . WILI =I4 -_-- I 1 ! 6 - I i E I I � I - I . I . -1 �k jj 1 =ji I � __ 0� V , - I :_ ' L/, I. ,� i :1 6 I ! 1 lg "W7 . -, ! i . - ; : I I 94 . eye i _1 ____ I � a E i I WIa I I f I - , I i I I : - - __ �, _ I � .1 -- � i I i 3 11 i i I i i _0 I i i I I E.O4 le . L-D,..* � , I � � I � I I I : 1 1 � if I I i � I ; I . - ! i i I : I I � I -, ___1 � � � _____L________J t , •. 1 -$O`0 PANELMATIE PLUS it/ i4-10l# FANELAIATE ,11 . - I 10 313w WING PILL"= � ----,YA,o . 3/32" WING NUT WASHER I ( , . I 0 5 I/*- ot. � ES,oNo) � LORED CONCRETE __eoupxD CONCRETE ORUCONCRETE BLOCK .- OR CONCRETE BLOCK REQUIRED REOUIRED WALL MOUNTING INU&UAM WALL IWIDUNTINJ INSTALLATION =]] ON SECTION 5B REfl 2 UFE Mw PANE I SCALE 3/8'.1" SCALE 31e-1- Ao"HION"'At P, Til 114-. _0441,. O'Nv'. , I/^ w I 't, SM SHETT 10 At 20 FOR ANCHORS TYPE k Alic"Oft Tft ,�tl - ... I -, : VAC44 FOR 10itALLATIONS INTO WOOD vwcw "' . CEN " .#;�,� , j 3 4? *� ** \� 't. ,- S, FRAME 8"K wo, ANows. vNewo D,L) .1 , 1 "."w=.i1=T9%"= 0 1 = : No. 44167 I -_ FLORIDA BUILDING CODE (Nigh VoIoCflyy Nu cone Zone) SCHEDULE M to LOSS 71,1001 INOWATO ON s *: 1w= SCHEDULE RM= ANCHOR SPACING BY 1) 3 1,/2 = . . viow, ninim. Ar- F-P . ; _- 20 GAGE GALVANIZED STEEL STORM PANEL MuLm"44 SAWING )MOWN OR SCHOW A01%. M ow "" - . TA k- DIVAN ft In THE FOLLOWING FACTORS. FOR - M!LV _4 1 , , TOTE ***' I - - 71"IM, OPER00N TO K POWLE, REwC1D - I '/�- i1_!,0;,N_.- -t-OR.1., , CTION PRODUCTS, LLC. ' K LOS TIM 1144ALM SPACIM4 INDICATED __ - . . 11L ECO, GLOBAL PROTE SpAC"`C DGAAU US" F.CTM SHALL Ho' -r1..----J1VK-- ,,� me, `100 S.W. hi Slow am mr4 EM* mom TYNE ON THIs ScHatua 11r,A), NNAL ., -v4��_ iz,�L AN"WHOURNo DOMPAN" PAW- M 3MI4 - Ijnw;W..!_� . 20-176 1 1 � t/2 d - __,_,;�_ 11, , Pit, �M=01" K "" PHOW, tI&0)MYSQ5, nW, (064JIM-ft? RE SEAL,NPIATM/OATE -omit -.1 - N � I - I - Dibo" N. tYLil7FI i . � Stein Is ff 26 _41I Q) (1) = to Ca(1) w_0 -1-, (1) L_ (:L) Q 0- = 0 0 L_ = 0) m Z -0 Q) m 0- �:= . (1) - C = L_ 0 -2 j_- (1) co = 0 0 �� Lu U_ ,,- 0 - M > •Cn - Ln CD (n L_ -I.- CD_ C- M ,0 c - co_6su< c- MENOMONIE INSTALLATION DETAILS FOR OPTION #2 FOR UEE 5AFM, STORM PANEL SYSTEM !NKA" ION DETAILS EQR QF-TIQN #2 FOR LIEE SAEETY STORM PANEL SMEM GENEIRAL da= VAUD E-2 UM MM PMEL SMZU . � " INTO EXISTING WOOD $11RUCTURES 7_ � , � - INTO EXISTING WOOD STRUCTURES 7_1 _� I - I Z-2 KAM STORM PANEL SHOWN ON THIS PRODUCT LVAILUATION DCNCMMENT (F.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN B-4) MINIMUM EMBEDMENT OF TAPCON ANCHOn AND FANELMONE F04ALE 10 Al PANIOLWATE PLUS INTO CONCRETE ; , -, - � - r I I '1'�' - 7/ ',71"', It �-_ - F, . , 7 - , I i 11 " - ,7,, � 17117_1 -,1- _,�' I _' , 1% ,- I I - � 11 1� •A , - - 01 --I'- I DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE WWMLE 'MENTIONED C6 8.2) MINIMUM EMBEDMENT OF 1 7/8' CALKAN ANCHORS SHALL BE 15 7/0' INTO CONCRETE- " j � " .., 11 , ` - . , _1� __1 � �/ '_ � FOR A WIND SPEED K� WILL /2 X . - I . I - I I '/ -_ BE INSTALLED � 11 . 1, - - - I . FOR A DIRECTIONALM FACTOR Kd-O,W- USING ASIDE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A -So.) - 0 C= 1. ,_VW , � � �V. HEADER - � , - I �11 I - AND "NISH MATERIAL SHALL BE PERMITTED. ,� , .UjADER ". , __ .ED I / " � - � , , , �, I 1� - , - 1 1/4 -20 SS SIDEWALK BOLTS USED SHAJUL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL 04" TO I -TOPCOATTAO.C. � -. 11 _f:,:r,PO1N 0 Ir D-1, ,,, 7 I 4 i� � 1, ' __ 44'0 a r I � I I �, . I '. �� "I � � I - I . IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AM,7-16 = '�j I ; " ?7 /I t7 /2' MR- THREADED L �,� . 00 "= 1 ;'7 ,,� " 1 1/2 MIN T�� .11 . \ I .Z, MIN, THREADED - . - , . -4 , - I I/ I \ _! - /` / k i HEADER , i I I . HEADER TO COIAPARIE THESE W1 MAX, (A.S.0) DESIGN PRESSURE IIATINGS INDICATED ON SHEETS Z5 4 20. 'RECAST STONE, 09 PRECUT CONCRETE PANELS BE FOUND ON THE EXWNG WALL, l �. IP 4 _i/11 �1/wn %.Uo -C 1� AT WOW SHALL BE FIRST REDUCER) To A.&OL DES" WIND LOWS BY MULTIPLYING THEM BY 0.6 IN ORDER TO �, Z_ I , " . A� �� � � / , HUM J�N A, I 11 I . / , 113) IN CASE THAX F 1'' I I ; 11 . �, �, , I I e - PENETRATION AT WOOD , z . - 0) 1= � WAVER 11 HEADER I . HEADER �� . ': ,� HEADER � , ANCHORS SHAJU� SIB LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCRal" " :* t.w ,,' �, , , �, , )� � L I . , "I I r t � I •11 I, / / I I r " " C* = �' I , , �� � , , �, - � �, / ,,, , I , I '/ �, / " � , � SHALL BE AS MENTIONED IN SA) AND IN B.2), , 1, - .e I , I� 1� IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS 00 rHS kLDL AS RESTED WERE NOT OVER STRESSED, A = INCREASE -2 � .4.4; I/ . - ��, � 111.7 . ". " :( " :M 'I " I � PI/2, ,,, v �m , -- ,; =_ C= I I 1, -T - ,., . I , 1/v ` , ,1/4, IN ALLOWABLE STRESS FOR WIND LOADS WAS BIM USED IN THEIR ANALYSIS. FASTENERS SPACING 10 WOW PIAS SEEK I Al, , A , . , , - I �, 1, - '. I I . U.. ., \ : " , /!� .: I /� %, I , , MAHO ,,',,1. - yl._�,_._.__`,`� 11 1. 'M9f_. � , L � = M Cj � 1� � :� -,G a*= * - -, - �L_ I 1/4' C, 1- C3 �, I � Al � . �I ,/4' I, j M DETERMINED IN ACCORD4NM WITH M.0,S. 2015 (C) ANCHORS S(ALL BE 1WALLED FOLLOWING ALL OF THE RECOMMENDATIONS X40 SPECIFICATIONS OF THE ANCHM'5 � -I M.I Z ,- � � � :/ L , L.) M i� " 21'�, 1 �,,, �, � � ; , I � , '! �, I �_% I L/ fL_ '�, �, "I I ; � _� � 11 . OR IMPACT AND FATIGUE RESISTANCE MAN$ RUN VERIFIED IN ACCORDANCE WITH SECTION 14126 OF UFACTUROL - " ?� , � , : �� �, i . I I �, � "', At�, � I I , , i � STORM PANELS ADEQUACY F � � � � z-- , , ILA a L � - � r AN, 11 � 4 : -0 I= :NC � - I � i . � T I � � L , - THE ABOVE MENTIONED CODE AS PER FENESTRATION TEEING LABORATORY, INC, REPORT i 202, AS PROTOCOLS TA$t-207, I I IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOTIER .a = I.L. 0, I �) 7 I � � 1 ; '. � ,.'_� I I FA5-202 AND TO BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK - 1'� , f\ �11 , z T ) I 1� i � I � , Ir s 'ri. I , �_;:__ __ I I 1 ! __ - �, � IE14 GD.- , , M� I =.'TO - fiL P. 'e� , 4�_ ,��, ,/;, - I �f I � i I I . , I . ,1 . .. � - OR WOOD FRAME SUTUDINGS. . L- M J= " I .. ?. CDHT : v I I It., � .: -_ ; 1 COW. CONE-. I .7 11 .. i . in .= " - , I I ! , S., I I � � �.' I . .`/ I � 2- nQS SYSTEM HAS SEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF T14E OPENURS ACCESSING 'HE OPINING FROM THE ! � f �, , I i � 11 �_ " I I I I I � � � � - � INSIDE THE USE OF A LADDER OR LIFT, THIS APPUDITION IS VAUD WHEN INSTALLATION 15 MENDE13 X BE PERFORMED w g '�' ;4 1 1 .0 wl I � 1 3 � V2 � a i I ill � I -0) 12. THE INWAILLAT70N CONTRACTOR IS 70 SEAL/CAULK ALL SHUTTER COMPONENT EDGE WHICH REMAIN IN CONTINUOUS -C - . � ; I ! i G i a � G �, FROM 1TVIRSIDE OF STRUCITU11E. b4 - SU'VINIONI I ! i : 1 1 Mk, MPNINAININ I , : _. SEPANA"op, I I CONTACT WITH THE BUILDING 10 PREVENT VNMO/RNN INTRUSION CAULK AND SEAL. SHUTTER TRACKS AU AROUND FULL w ! : W a0z i ; 1 L LENGTI-L 31: Z I sc,aw - I GLASS - Tc MASS : : i I . I � ! � PANEL LENGTH ; I i � *L� MP,. I- i To GLNSS 3. SERIES TODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION G REQUIRED IV BE 0) CL = Qp W SCHEDtia - � PERFORMED FROM THE IkSIOE Or SMCTURE_ r= - = , � � � � , 13, STORM PA14EL INSTALLAtION SHALL COMPLY WITH SPECS INDICATED IN THIS OWM PLUS MY BUILDING AND ZONIN,� 5 m "M is : v U., � 1 (SEE NOTE I qmaow) � � i ; i ON 5"M Is) i , I �. I ! tsa NOTE I scLow) I PANEL LENM NN, wwwo. : PANEL UNCT" T�1�1:�., 1 , PANEL L I ENGTH ! 1 1 � 4� SERIES 20DID INSTALLATION IS. APPLICABLE 10 SINGLE AND DOUBLE HUNG AND 14ORQOWAL SUGM LC WINDOWS H REGULATIONS PROVIDED BY THE ,)URISDICTION WHERE PERMIT 4S,APPLIED To. . 0, 0 e .& GLISS L __�. 10 � . � �, (SEE "0717 I aftow) I I _ 1� - .� �1� - SEPARPIKIN ; 10 M V M.. STY WHEN = Ili - MST1w _ - i i I - - __ - __ I � DOS $ 1 ___ - I - ___1 , - __ __ (SEE MOTE I HELM) TO GLASS I : PANEL LENGTH =HS-F 1-1 PANEL LENGTH INSTALLATION IS RVOUM TO BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATMM WINDOWS AND DOORS, IW_ E - Z HANG STORM PANEL SYSTEM- IS FAIENNI PENDING 3; M = SoSm" � -- -tz=- , ! I I , 11 ! ; I I ON SNACr it) � : 1/4*"Cw, � ; fm WHMU . 3C *_ , ,,, , _%_ aft Pw 101 � j I 1/4-6-20.1- ; 1 i ON Www'AT is) ism NVE I Berm 1/4 (SEE NOTE I SCUM ;s w -- - �___ ) I E� ALL ALUMINUM WRLSONS 10 BE SM-TS ALLOY Mo TEMPER, (UNLESS OTHERWISE NOTED) IS. (a) THIS PRODUCT EVALUATION DOCUMENT (P,F-D,) PREPARED BY THIS ENGINEER IS GENERIC NO DOES NOT PRaODE .� I , � ap Go .0 , , , ,,--- 7/6*4 . 3132 __ 1. - � - -)�-- _ 7 ; � � INFORMATION FOR A SITE SPECIFIC PROACT; im, WHERE THE SITE CONOTTIONS DEVIATE FROM ?HE P41), I � ts, U.S. W/ -'L- 11 __ I I ; IL& M.S. W97 - - _ � 1 1 &S. MTV w w I � � "L, 7--� 1 ; � 7/s.0 � � I I = . 7 7/8"o . 3/52' � --I � .9 = = , I , I � I WING NUT ': . I . � 1, L 1 I 'F'.. I ___�, 6. L-.--,----- _,�_._ I WING rz , 1 • ,--I I . �, -, � t X%�- -- - - - - L -- ", '. L_�,__ � - 11 6, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. v _ - - I I --- ___ _ � " V L I - . I , :-.-_,%F': WING NUT --- e� j (b) CONTRACTOR TO BE RE!iP0 STELE FOR THE SCUEMIGN. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF = .2 :p-, ____ I - __ f------- � I -1 ! ., i 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OLIALITY STEEL, ASTM A-&53 OWE: 50 Min, DALVANfZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES Nor DEVIATE FROM THE CONDITIONS MTAILED ON I. � ___�� ______ I— ____ ,�. � � 1 , I � I I -:;: �I --i � I 11 , -_ , �._ - Lj_ .__+,___ L I � ! � , � � i Q) 'a - f IT _ _�_, _j 11 , oel.. IVN,_,&j__, : . c, ", I i ( i "11-1 - ----- I i DESIGNATION %f/Fy' EELS Kai (AFTER ROLLED). THIS DOCUMENT- coNsmucrioN SAFETY AT SITE IS THE CONTRACTOR'S RESPONSSIUM I � i , . � I ; - 1 11 � -Mw_ 1w"M I . ,,_-__-: 1?1� i L' 'L --- I i L . � I __ �: I � =ON AT -_'-�_- ---e I i I i , - I B. ALL SCREWS TO BE STAMLESS STEEL 3304 DR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (.) THIS PRODUCT EVALUATION DOCUMENT Wi" BE CONSIDERED INVALID IF MOC)IFFED, CL. OF PLATE, � I i I______ 1 50018 W/ 50 NPI YIELD STRENGTH AND 90 kv, TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2414-3.3.4 1 i � � : - I (d) STE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHTELT WHICH wU, I.. ; I � 1 "I . � I i I 11 I t I _0 I - - t I ; � i I I ; = L 5. i 0 I I 9, BOLTS TO BE ASEM A-307 GAILVANIIZED STEEL, OR MST 304 SERIES SYNKLESS STEEL WITH 36 *0 MINIMUM YMUG STRENGTH. BECOME THE ENGINEER OF RECORD MO,R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER � I I §V-! I W I e� i I ; Of RECORD. ACTING AS A DELEGATED ENGINEER TOTRE PZO. MxEER, sHAU L 1 1 _a i � USE OF THETP.E.D. ENGINEER _ i I . ! � I I � _0 I SUBMIT TO MIS LATTER THE SITE SPECIFIC DRAWINGS FOR REM , . I . 10. ANCHORS 70 WALL SHALL SE AS FOLLOWS. - (3) � I - _0 I i - 4 1. . ! ; - I � : � I � I I & , � � 6. " -"'- _L'- I I I I I �� �� (A) 10 ULVhK, eQjSEo_r&MM, I� � , I � � - 1�� - %1� I I I "I � ! i I I I ; (d) THIS P,FfL SHALL MR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER or " ED. �� L � i 0. Z ,t,- -M 1 i - 1� _ � - j � I I - 1/4-0 TAPCON ANCHORS AS MANUFACTURED By LT,W� BUILDEX. INC, COIN, V-3i92 Ps,i.) RECORD THAT PREPARED IT F I ; L t _ _...,-...._i 1__j & I ____ i 11 I , __j , - - - , . I � I- t , , I ,1. t -:,-,- EO , i - � 61 � Cow. ,�� 1/4-*W.3/4-S�L MS, W/ . .... I - F11 I � �L_ i . - 1/4' 0 X 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY UVALT INC. (MIN, 1'4�3000 p..Q 10, STORM PANEL MANUFACTUREIR'S LASIE, SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN • 7:4 1 , -L===----@ cow. k ,� 4 •- , /*-020,��%S, us. W/ I- _', _-::��- - - 2' WING A_ � 4;'--� I � 1�� •'-' �,__ RODUcTs L , r . - ��4 --- --- - 014-10 PARELMATE MMALE 10 & PANELMATE PLUS ANCHM, AS MANUFACTURED BY ELCO CONSTRUCTION P . ,Z/3'. . 3/32' WING Wfl �� i � T I I i I , �_� 27111, . � � �,. WIN - NUT If I , 11� : ED ,,,�, 4 1 ACCORDANCE WITH SECTION 1709.9,3 Of FLORIDA BUILDING CODE. ONE LASa SHALL BE PLACED FOR EVERY OPENING, �, � 1� " � i I MS14ER At 12 1/2'-O.C. , �1 I i W or, ; ii � OSHER (SCHPID) , I , - - -.3-W Pr LABELING to COMPLY WITH SECTION 1709,92 OF T14C FLORIDA BUILDING CODE `4 - � I. . �;, , III= (BIFIOND) t/4'# TAPCONI 0 6' OX, . I t ��_ ��- __ --- - ----- L _A I- ,-�� 7 r_�_--i- -_ j �11 , I � I i 1; I - - ___%��WN, THREADED - - 1 1, � 1, � 1, ; ,. : � - i , � �, 1 � 1 � 1 jI 11 �- I --="w1`S;W ` , , ! 1 + - - __w 2 L I•t X= 0SLO-c- ,� L � ; � 11 :r . L�7/6'0 X 3/32-WING NUT . 3/32' WING NUT W/ . A-1) MINIMUM I EMBEDMENT Of TAPCO ANCHORS INTO POURED CONCRETE SHALL K I 3/4- AND 2- FOR PANIUMATE . � � ; , 1 21.41 ISO 0 _... ''r-'?' ' �, _,; WASHER a 5 ,/4" D.C. 2'Ite W000 LATE I,' �, ' ' � L := 0 (BEYOND FEMALE D & FANELMXTE PLUS.14 - , %WREAM -1 TIRMIDED OF PILA'M , , i REQUIREPO L. ' [� I , _t_ _ _ , ) :Y TH � I 2. I : I Li 11 1::IMN 11 �i t �[� 0 , REQUARBI) , � !,� , OF PLATT �_Q� PLATE 11 PL , - ;�.._-___ A2) MINIMUM EMSEDNITNIT OF j/4L_0 X 7/8- CALK -IN ANCHORS SHALL Be IS 7/W INTO CGNCRETE_ No EVBEDMENr INTO - j A- �_f_41_ L! ,� I I #14-10 PANEL ATE PWS � � I ,I 11 'Ikl, 1�i � A( 'WaW A"C'MUT. , � I v, - - I " _1_�k�__�__.0 '�' ,` � i • =141 IT aowmm I OF PLATE - -1fite WOOD PLATE , , UIRED ;to P - I _ _ D Pt.AIT �_____ iax, , - 0 611 I __� . . ANY FINISH MkTOM SHALL BE PERMITTED- -&7 6 1/4 r. 0 8 1/4* OLD, WIT 7/9- �� I 1 i I 1191AWD WIN I ARQ � , I \ jj , L Ile 0-20 SS SMEWAU( BOLTS USED SHALL BE LONO ENOUGH(SHOULD ANY FINISH #ATERMI, EXIST) TO ENGAGE 3J4- , 'Mm "ON WALL MUNTING IN HIV. I "I 1 MIN. THREADED PENETRATION "I � L r INTO ANCHORS. "101111"I'M " . 11 WALL MOUNTING INSTALLATION WALL MOUNTING INMUAM Win -WE LUI AT OWOW"NH PLATE �_ 11 I AT MMWWH or PLATE . L� L - iA I _ � -) IN CASE THAT PRECAST STONE, PRECAST CONCRETE P"LS. OR PiNt" BE FOUND ON THE EXISTING WALL / t �_ ..T14,C;"R,% 'M AL:rERNATIVE W SCALE 3/r.1, a F PANEL 1�_ AJ OR � o �. �,, � Nw!s IL LIFE SAFETY PANEL 0,414411010 SCALE 316--i- WALL NQUtMHQ INSTALLIATION WALL MQUNTING INEA"IDN FLOW, ANCHORS SHALL BE L014 ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL # '�'3CEN,pj*,-_��"-_� I I '"Itiff"N", BE AS MENTINED IN A, t) AND IN A,2)� .1 . _ SCALE 3/8'- I' SCALE _VS'-t' LOT! / , 11" s , N.T , , � ,<i� III, TILZ PIZ* 6� .." .N, , , �� 0 REGULAR PANEL -, 0 z . No. 44167 . z .� .... \, - , . ��, NEARALL 0I 1Q_015DKQ_CQhCaVE_BLQ� z I - z . NOTE& .. �pme I.... SCALE 3/8--i , SCALE 3/A'�I_ 3* . #�W _-,',.,C1N.qe'-.. % I * - , - . :* .1 1. INSTALLATIONS ARE My PALO Fort 1004GS WITH &S.D. DES" LOADS .. .. 1- FLORIDA BUILDING CODE L109h Vafoc"�y Nu cone Zone) Z . _ I FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) - 1/4* 0 IAPCON ANViM AS MANUFACTURED BY (T.Ik BUILDEX. INC, 1%_. -.-- - - . 4, FLORIDA BUILDING CODE (HIgh Ytiocity Hurricane Zone), . e, . -. S UP TO .55,5, -710 PSF AND PANE L'SOLVENGTH UP TO fi`-fr. z : NO14 157 " I .2m TOM'L wc� 20 GAGE GALVANIZED STEEL STORM PANEL vp 9=1 I �* No 44167 . - 07M itum Ita F.P.-III/4'as X. 7/8'C&K-44 ANCHORS4 AS MANUFACTURED BY DEWALT MCI (f'1500 P,.,I,) *�-. A, cLik....., Ww TILtsm W_ J`P . * , J . 20 GAGE GALVANIZED STEEL STORM PANEL D" thl. - 4-t PANELAIE FEMAILE 0 AND PANEUMATE PLUS ANCiVD1itt, AS MANUFACTURED BY ELCD CO'hisrRUCTION 1� . 1 20 GAGE GALVANIZED STEEL STORM PANEL WVPN SH1 - . DWM ft 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.0 DESIGN LOADS = : : * 1: -----,- - 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBUIS TO BE SOUTHERN -- : . z - - - �, . - - PRODUCTS (t,2071 ".I,) -- GLOBAL PROTECTION PRODUCTS. LLC. W;;�X_" POE NO. 2� W/ SPECIFIC DENSITY OF 0,55 OR JEOUAL - = * *. I 1. __ . I % * * � - �� Z IIILIECO,..� \ GLOBAL Qw I STOW lum 0 --------'\ - 46011 So. 61 STRED - w/M/-w 10m, � / T ME c -o,.., . S .. WE - GLOBAL PROTECTION PRODUCTS, LLD 07/28/ww UP It) +55�5. -72.0 PSF AND PANECS LENGTH UP TO W-r. !�� •'o, , - - L PROTECTION PRODUCTS, LLC, 4003 S.K 6 SM. I FOR NEW *Mo FRAME CONSTRUCTION! WOOD MEMBERS 70 BE SOUTHERN � �. _. s An 13 -11 awh! M314 IM" TIM S,�,--, PL ,-/ T, LIE C 0 ... \ !�-,�O,�. Om "I ��e ... .�- INNAE. n_ =1 PINE ND. 2. W/ SPECIFIC DENSITY or O.ss OR EDUAL Ill, -A. � � " it Irsiosta * DW_ R. 33314 I, 1. __ "NI, "Pse-5, � I I - Ppi NOW-1 t�)�ftll� OAX; (W)OP-OW 20-176 mow-- (WTINSrw� F" wHift-rw 20-176 , .� "LL" wr_* - 4-"_n7 20-176 , _�,. * . , , ae.a.r ,� :a ,�� ,�% I _." ,�j � _.',�� ,,, IF'sib / ,� W. - _=� r4m7�t - - ?-..q 3vmMi .0 Gar - M-poto W. I P. SEAL SIR wmm A. 7-9• nl SM IV - - Mom N� - I I - - - i , . I - I - RWMW26 NN , III j SHEET 2, ar w ,VNIZION, wilipw , SO4-saNATW)to-M I I � II`_ I DRAINP4 Na,I.111"" "INvWv'ww/%w-iNz/OITE U.-OODST719 P� SEAI,1SGIW."`IZ ok-00M.'s 11"T k 34M . or ul I F I &i RE' ij=:tz:j= =h. I 111.1 I It - I -_ A - 67 I I COMPONENT5 EOR SERIES 2009 9k JQ0Q E-Z.HANQ SIQRM PANELS - (SCALE 1/2-11 __________________, I . . ..... ____._ -1-15,195- (TOTAL IIWDTH�-- ------------ 7_____ __ - ______ 12.501ii- MnCWE WQTHI-------_ ---.-,---.- --------- 1 I 1_.__ ___z5SI.____ I I � r --2-2DO, : - I ; 1-2�591"-l I t--2-2-,--1 .0-1, I - -, - , - 14010- - . � 2,65?- -I,--- I __ � " \ 2. . � *DALVANT7ED STEEL. � k-\ I : I .•- 1 -j< , --�� . 'Ji. , I HIDIWE 3,500' EMP"A I 1 - - .075* : 2,1�V - -Typ. 2.2tI4- 1 1416' i i - _� ! iz I 2.2144!7 W ,2��,�'- - Hum TTP. " AM A-6w I - I � GRAN 50 MINIMUM . G_Iw ONLY. _"LiirrAt . , T ; -A , � , ,I. . ,K-- I � I i - - 4aff � I " 1 "5. ,',?I',. ' 1 I IA - ------62SO -- -- j I -1 , : 25" _�_ , -' ,-- 2.470- . 10 STORM PANEL v I -2,.70'-- - . q; ,,- 2) REVERSED "h" TRACK T BEYER= "U" TRACK AAINELLS BS.Ut_ ,. W/ HEMMED EDGE " 1_�,' �, , . "I , >j 1_ . I I 1913" I_ - . _ . i �, � - ! 11 7- . HEN , , ? VIEW DETAIL A ISOMETRIC VIEW2- %. 1 OOO` i 1 : . 2.000 ROUNDED CORNER 0 ENDS OF PANEL'S END UP W1 HEMMED EOM __� - - 12V i SO. I i I i__ _1,lw (JILTS) .- I - I, -2,000. 1 _H_ -I ,0111 ) * ' M*- - -----. � (`) *J' TRACK � PA t�4 ME 1E ER (�) 2"W(MaxAW t) M, ANGLE -tr 125* I 6061-TIS Alum. ALL - I- I I- , , . t 0 1 1 i "Et), 2W (TYP') 10 �! 0"i", " 0001 - r,� ":. * .. % .ffi Iiya �$N��; ., /51�� oe %. -A --I . i .. .44167 % z . - I **, - . - . 'A f, FUDRIDA BUILDING CODE LHIgh Valocity Hur cone Zone)] T -750 __ 1 3* Max.Mo.----j 3"x3!(Maxj ALUM, AN T STOP BAR 1M., ATE OF .:Q:, , - $1, oc:, - .. I , e, &Rig . I - - -, A .- -----.--- � wM mnw. Pc, 20 GAGE GALVANIZED STEEL STORM PANEL rP Ir'. __ GLOBAL PROTECTION PRODUCTS, LLC. ' ONE, z: �& I. 60 11" LONG 63-T5 Alum. ALLOY I ,,, (fit III .Sil� .. _,=M:_-9%* - """" I 11" =,.' 0", "", QW sx, 5 STREET ' 091111� 0=1. 20-176 �. Oei)we_7w, ;AII,. jm'-A� of"N"Pa Na I PIE. ISMA/4106-Mill" -.M.-M., "'L'o-7r. - I - - -� F!��� own to N 21 '/Z4 w (SR NOTE 2 soav Tsa WE 2 KLOW) 2'/24 * 1 �/24 01.1- � 1'/7* 4-/24� T w/ ON wa & (D 3* An. ism MIT 3 0111N) r T Ti4n Q DDNC� . SEE IS EACH• SCHMULE ON SHEET FOR ww . 11 Nit, I. . 14 3' w- o 1' Nei. . I - . I AT I ; I " � OFF "! � I (SM SCHEDULE ON SHEET IS)' I 1. �'. SIM 4 - - - A� 1---t: - I - I Do OF s 1/2. t/r T= i i __1 � I . I - � � ! 1 1�1 I I 0 [T13 I I I I I Il - - i.... __ __ I - A I I - -T--"", _," 60 It: ILI r- - NTF3iIDI ,----n Go 2 -L- I TSF.t- z 1 4 ENDS* . I � SU NOTE 2 A I BUD* geP I D PAN 7SEE I(EN ELj I " . FAMSo I � , , � � �1 1 , I I -[-i I! 1 4 17i _-`_A�, Rvias r -t � M1im p 4 1 •7 -4 f _- I I _* t'Ll- 11 j - WING10JUS � I I ;,I,,, �_wf";�,I;�l ! - _11 I - � I __ J� � I I 'r - .11:4 "$:.L- T -I _ _-, -11 TF 10 x ,I.- 'AIII T II- -I -[I.,I FT_T_ I I I pll r I'll 1-1 I I I I I i I I 14H I PUTT ] I RH 11 I I fl, 111 I Ifl k. I I I I I I I i I I I 1!1 I I I I I If I I I I i,I I I I - I I r . --t - i 4 (W 12� , . 7 �12 ------ �-- � - � - - - ----S.�Mom. DE I. W, I OR I yr I t/2-( AT END PANELS) , __ _SECttQN - SWEET- - IN PANELS't_,,_ ' Mr I 1,0 DR Q) W/ - */Do - (2) * LAST PAN SLJ TO BE ISTALIMAT CAW , 4;.:r ALWAYS PROIXED W� . UP 1.11 "Is, rw �r TYPKU ELDIATION FOR S 2 REM HANDLE TO FMXJTATE INSTALLItIROM IMICAL EUM =ATE AIVIALLATI. ;RIES. 1000 IF INTENDED TO BE INSTILLED FROM Qtj EQR 5PIES a) SYSTEM ! IF INTENDED To BE INSTALLED FROM EINSIDE OF SIRUCTUM -Z HANG RM PANEL INSIDE OF STIMICITUAIL E-ZiJANGSE I SCALE 313r - r /4' N- Gar_, GAP _ /4- NAP - W GAP L,4' ft. -A I -J.-Ar - - III. t 'T "'i - N. ��, � �, \_/ \_/ \-.,'-. -�,/_ �,Z_.: v (�r-@W/O@-(D 01" 4r ZEMIQHJ "- (67 M-Ria- 1EA-A . ,%. ,_ t,m ! scor xar - I (I)- DEF19DON OF SERIES 1000, E - Z HANG STORM PANEL SYSTEM CONSISTING !K PANEL + NOTES -, I. TRACKS AT TOP & PANUMAIIE PLUS OR 15 LONG (1), 2MTIQR•�: E - Z HAM STORM PANEL SYSTEM CONMV44 OF PANEL + (rAl BOTMM W1 PANOLVATEr, COM. TRACKS TOP & BOTTOM. (2). ENO PANELS SHALL ALWAYS BE CONNE7 __ No WALL BY MEANS OF P"LMAJE1 OFL MST Y AT BOTTOM, END PANELS 2) (rS�V ONNE "I& ALWAYS BE CONNECTED TO GOTTOW TRACK OTHERWrA A STOP BAR VIA ( BE PROVIDED PROVIDED AT TOP OF SUCH PANELS, SHALL BE C '0=4 _SJ�M7/1�4 (a2' WING NUT oft ) a40:19n.w1�141M INTO I Epy AS 'i'/ "" PANELS)10 (4 SHALL CONSIST OF OESORM ON fml INTO 1JULS I MAY R Mh, AT T EGHETRMV�W (3), FOR CASES WHO END PANELS ARE aw,019'14111.151�elg IPSTOP n.( BAR EXTERIOR FLAT FLANCES OF END PANEL END PANELS ARE NOT I (r.011 M PROVIDED AT TOP OF SUCH PANELS, ('I). IN CASE THit'r END PANELS ARE NOT COXECTEDiZODOETTOM TRACK (i.e. A STOP BAR (4), FOR =A,L,LA=* 6 ONLY ELS S CON (;HEN 040 PANELS AND SOME INTERKIR PANELS ARE DIRECTLY iW0NNFCTV1ON'a`0FPAWMffSN MOD SILL M OF FANELMATES, ONE WITAM PANEL MEINAICTAMAOTNI'M USING S (3) ABOVE. IN SUCH CASE, TO ,% nOTTOM ATTAC"INOI BOTTOM TRACK 10 WALL BOTTOM TRACK MAY OCCUR TWO M AC'MYF= HIS. SHOWN ON ELE ON - AT ANY PMEL LOCATION. WMA/Y "' VATI AND 1/2 �* (5) SEE SECTION V, V & 4* ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25, It,, EDGE UnWFO&I TT"MT "51.1011 = W X ,W DOES NOTHI4T�EtD BY I, 04STAUM Co .1, K % , V Kya O'Hillift'spe", A, " PAN M-) RAVE A,: �ZN j1,k,1MC11 AAACDa PANELS I. I LEFT & RIGHT SIDE or gt'zP. ,T!4.. OVERLAPS RETAINED w Al, !�� ,.. � " -^' EN S 0 ��'. -. I FLORIDA BUILDING CODE (Nigh Val!!AI Hurricane Zone) � . \�r, , - , . - , . atim Y&MO, M 4"R, , i . No, 4 167 � 1 20 GAGE GALVANIZED STEEL STORM PANEL - . 8', - z I I _t` S, le� _r - GLOBAL PROTECTION PRODUCTS, LLC, "4' ST OF - -Qr z ,-- IMIT, / IMECO�...� I, . am ". III Iffel, I , , " k ...�o 01 I ?A VA'Ar. PL anle,,)"P., M�Pwm�N�..Otrr 10-176 - A, - PNO�_ MOM-7146, M- �,V,J' -W-st- 3ow-N., yv;A':,-�A , , -.1 - I- MINING 9. A,AA_ii4I171uff;%`V`%%T.L , CAa)NNr?Iv "Ev"ON.A.l."N' RE 1w &C, ,""a? A I - I - I Stein 23 OF 2q. IN51AUAIION DETAILS FOR ,URIE3 EANEL W INTO POURED CONCRETE 200Q AND 1900 E-Z OR QQNQRETE HMQ .STQRM BLOCK PINVIETE 01PIM I� I- -=91-\ 0- ,,� __@ - 9MV71 - N' --�. ',' -L =I * VIL"W zmg-- 11;�,NS ___N_ -14 - w v I = , I , , M..k , k I �t - , Ruxii 5 11 I - __ ____1 t__ ___ 41.1,21'=. it \ 1 �;, . I - ��L�\111�� ! I 1-1 I I I R, I V) i i I - I I I 'a' i ; I i - 9;r= - � �� mp=�� � 4' - AIFIT -1 ��� OMI".. . .---\ � I V��,e NcAP&D _E__ � J I 001lipe a". I . � � .no') __4 1 f7N Z) I : I � 1 1 i I wr - - , ; l 1 - I --- - - I 1 �- HIa .,R I (D I ) I I 1 - I ! I il I a I I � 1 -. - I 1 12 = I 5 Zhw 2b MIN, - I- SCONATION ij V.-Ii-ow/4- 17- . =& - ezw - I . I 01AM , To qug& nrix ,7 , I I ;9;9. i 1 "jI I I v- - 01vw I I 0ENY 01� v i I ! - I I 4___ _____ I I --t- - � 1, - --- 9 � I ! 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M 1� - . or PAN A . 6 = " __ _k W HeAl � it OF M L ral M CON I 100D C"ROLM , . 0:1 NSIAI�Toft TYPE ON s"OE, a - I Nt"1144 NTINE INST, BUILD -OUT INST. SEMOALMV & "MM - A" SCALE 3/8-1- SCALE 3/8-1, "000 IIHNV 14, 0$4. , tN 2"% ,&', - .: .�14 �, .. �#..'��Wfj�l - -4�S_ 11, --! -s /.' No. 44167 . , _ /x\ DETAIL ar" Ilr . I' _ 0 ��At=c` Mw x CON OE COMOM IN ANY Will To `HAI`_ : INSOLUTION, I - (Sar so� M S.W, Ing -1 : , � . ;1 '�':�`-. STATE OF � 2 - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 04c rp. 20 GAGE GALVANIZED STEEL STORM PANEL 0- or, - - GLOBAL PROTECTION PRODUCTS, LLC. ""S"M 0 �..Z� 4400 S.V. $I $Him 01"', vhw a Nay 11,01k FL. 331H. ... ��.t AIN F PHOTOS I ,44 FAA -Ine? 2O-j76 F. ., - IMNINIT ",ioe - - _ --DRANNNo .: aR_ c"006710 WAM A .,r , -.1 )-I ., -Z , I --- I ; - , - I . A - I We= . OF In - I U) 0 " W aaa(D (D C_ +--a :3 M (NNNNNN' I 0 > L_ U) 0- 0- < CD -4-0 0 C =3 -0 (no 0 L- 0- 0 a) " U) M " Cn =3 LU 75- < Z z < ' __j a_ SHEET NO. S H 1.2 T 1"' • ! iwx !' 1!i I1: i pmwq • i {! 7 yl L Aa MAXIMUM AS.O. DFSMG PR�SU@ E Max. P MINMUM SEPARATION PANEL APPLICABLE T4 t{ATMb SI,_, (SEE TO OASS CONDITION SECTroNS - +1)8.4. -75J 70` OR LE.S''i 1 2 Gf E 4- BOLTED- 1 8 1^W 3. `2iY t 3'1Y' +06.0. -75.3 70' OR LESS 2 7 JB BOLTED • 4" i k 'M" • UD t/4-eaa-ZOs AANF S i WIRONUr AT ONTRIAP dr 4O% OF PAWL LENGTH F 1 1' 1 • 1 = I ._l _ 1 t .! h . „a : al =, . 7r LAD( 1. ®+ -1 0 xN,- -_„ W1.z.-. .4a . M -X AS.D DESIGN MA10Aed M0405 SPACING FOR E_ O. - } 1/2' - APPUFAME TO SECTIONS NNYNN f441T tiV 4F it}FA1 wimum PANEL LENGTH '6• ki S ) PRESSURE T RATING y{; TAPCOis TALK -IN P wumtE FMALE: to tAN€LMATE PlLS to SET£.. ela4ltBUICK TO N14CRkTE TO CONCRETE BLOCK TO CONCEDE1`000NCRETE 11 Ir NIA f R 2 N A f T2' N A f 1 2 H A t k 2° OP ill 3'* to, 3" 5• A- 5" 4' 1'=)+ 12' 3• 12• r B' 6• 8' r I' (BOTTOM) SERIES t +-F B6.0, -75.3 A N A N A / N A N..A N A 1 1 " 2 2 1` BOTTOM ) 70' OR LESS 7' N/A 6 1/2' HfA 4 1/2' N/A 4 1/2' N/A 3' (TOP) 12' N/A 12, N/A 9 1/2- N/A 1 9 1/2" N/A 3' (BOTTOM) 12' A 12' N/A f i2' N f A 12' N / A 4 ' (TOP) - 12" S. 12" 9 1/2' 12" I it- 1 12' 1 11" C ("MOM) * LIMITED TO MO ,t ASS. DES" PRESSURENO. ♦ SEE SHEET 26 FOD TYRE k SPACING R 1 wN.IUMgNS Miff ANCHORS FOR 91a00 FRAME:mmosm WOLI 91ANCHO ARE WWANCH ON THIS YMMUe ANCHOR 06 LESS AND MXi WE SCHEDULE SCMRAULE. FOR Ea LESS 7HLV1 eIOCATED ON SIIIEp ,I.E REDUCE ANCHOR SPACING a BY LKK711A.'nN9 SPACA'IG 9N OH F OWI SC11®US B4 T NC OW ACi0R5, FACTORFOR THISELEMOPERATION TD BE PO SPA NG MOD SPACING E404 A RAT LE. IPSaNG NOT LEIS iNA11 MWAAAA STAGING INLpOATm TOR 6ALkI ANpKlft TYPE At ANCHORS ifY.Ella. A oom YM _tf+'r - 1/4•m ..bN1e1/U17S i f4'W 1/4`m TAPCCN N%YIF3JMTE' Y/(K-W Y!E wNUHaW SPA.W R") 3 3 - 3 2 iA Moroni:-emnrna (A.)' "MAO aoO: - -j } } ] 3 3 3 ,/e 3 <l2 4' pL UL ra p4E mvim FADIOR , yr 33 - - 11 TCO .43 3 I 141a I'm I 1 I •{• NREQUIRES To BE, 1,1 DISTANCE BETWEEN B0T10M. DF PANEL L �I/2. Max. pl, ,}-I-ROQURRE.SMm"• DISTANCE BETWEEN BOTTOM OF PANEL AMC 0 To BE, 3f 8 3f18+ '� Maa, Hurricane a P -' : -. - (SCALE 1 /2-1 7) -'-._.. - ---- -", 1(EFF'ED'nVE _._._.-.__._ v. ._- _..-....__. t23W Y/1QTH)�"-"---._�,.., ..--.-..:.,.,Av..„..._� -._--.��-.-.-2.187•'--'^ + 1/4 + aa:3J+ °-V• I R. '4DST 193' I _ 730^ I,,.:rvw SS. Stem RNEM { 'TO _ __ r- ___.__._�.._.0. I f4.. .)- ._.___ ANGLE l b 1f4` r .374--n AIRS .:"O.,-1--1", ..-i 7 1 0'_- -1.350 'I �"-.,_ t.a30' tm^ .,Be=1., 4 .D&6• � '. -' (WI tY T✓2• as I It -SOD, - I) TO' 1 (ANY 8E RETSRSTD) 11- _,,+• I .A ' I 088'� %', '0$B- .280'1 - t OJ 24• MEN. THICK - b �. 'Lq 3,3"75' - , ! t s J4 �.OB4' _ 1.87t' 1.SDo' E { ARMED ki 2ALVMI2ID STEER. EDGE ASTM AM TIP, 1 ;aB4' Y - 1'AY. I ] 6RAOE SO mmmm HEMMED,: _� G-60 CAM EDGE• 2.125, �__ 1�. ,--:... -- RETAIL A 4B - (TYP.) '375' ) - _- - _ _ � STORM PANEL I s-_I.:ESV - DETAIL A� I L-_ -- = -I 35aT _- --_2.01307 t PALIE15 SHALL BE INSTALLED ALWAYS ,,.-- 2,387`^--_--` � FROM TO RIGNIT OF 78 'fs T END T LE SIDES PANEL(�)HEADER 3� TRACK ii � WITH STUD � f J" "'z ';.. _.., _ -aW. TOP EDGE :. or PMIEL LVANIZ fManj P+WQ$ END LG Jam^/ - { m d , GALVANIZED STEEL rd NEATMZB EDGE " Sky s PANEI. a I T im.05° 1112' MNs, 1-' m.27o' I � ' a 3� ✓ J �., ja R vw,r fP.625 . 0.375• � a2I -.�...,._.._ • I. ;.... _ALGA) ".`"._..,�:- I.4O'7' R.823' -_-....--2.591'-__. .� ..'.. MEMMED , .._- R-..POE74D' GALL. .,y_- _. ., ,r- , s.2ao' ' ' IE1N DETAIL ADETAIL A I__ ;� _. a e.Z7D'�-!AN- , , 15 OR }_.. -.. �,. ..41 JSSt�II .rRM V .133 T- 7' .. � L ROUNDED CORNER 0 ENDS OF PADtEI S . 0. do, � t _ _ EN U f L -._ b2S ..... P 2S" W HEMMEDEDGE. -a.37B' -- 254D• I - - _ _ EDOE !. Lost• ! Da7 { 5 ISE7 �j.E' WASHER t�g�*,� 3.7,50° ,072, ("IT'P_)- .7. ( 3) KE H184 AWN. ALLOY (/PANEL " '150^r_-- L -1 4- -SEE BEET 6 FLIT A001710NA4.. 2I2 -•+a ,7SD" -- :9T 3' LMDATEONS S Sum to am IS 1 I', L .09t _.. _ .,23' {_.,. ONLY VALID FOR INSTALLATIONS INTO \/J�)64�6y �2�u r1� T/uB' _ (TIP.) WOOD STRUCTURES: 1.2So• 1. _.. S7S' �' .Oi.�A...iw7tv,.. I - P..12S- 1 ?a-__„_,.. _.__ .._..-r---1 2.00o•-----� 2.OI50' - x7,w j;I" _ t aat+; I -----1 125 2.Op0 .....-2�548•--- <1 I B^ .050`e "U- � �-.-.._ (?TILT 'H' g REV HEADER � HEADER t._ mp.) _t - --i` NN. TO 5^ Mmx.- _._._2 GOD•-= ® CII EE M L .-. j I Q eau+in,N 11 J' CK g PANEL ANGER 3.OW'--:-: eoel ra Auar At .374' •- ��. , A. Tt("z/T/4�",'�� (1 1•/4w WIM _- }...._. I SD• L _..-.) 082• ^�'S TT` ..• L ; (USE ONLY FOR E-Z HANG STORM PANEL $• G EId ALLOY .3 470' MN SYSTEM)86B3-T6ALUM Nl. 1.6; i --L + v ;P t_125*- ew !d 2 z' T+}D, 441&i 'z FLORIDA BUILDING CODE (Non High Yelbel#y Hu cons Zarte 2 - . :.... '"'intr O IN. 4 j " 1^ 123• , : OWN SN' ¢ "m O`..... INN, F.P. ..Do ,. L..__.,�A._..4____. E 1. :. - 24 LADE GALVANIZED STEEL STORM PANEL MAP, Ent to E ! _ �+� •, STAT OF r (TIP.) '�. � 9 .nso , .1-q 2S6• 9 v-. `+-_-2.Ob0"---) -- t._ t �, SEE SCtgNS- ..,I _ , � A' �. 9>/3>Jmsa � INN, ' •° \ IL it C O lec. GLOBAL PROTECTION STRODUCTSF LLC. OWL ip-, 2.04• ..re.• h - £/pm. iM0 5:5. Si STREET V �% i nlNNllILA `,mM0` tt sn�,m O inl Of P91OML' Ce54)aAA�6 S Fm plol) It-6>97 20-175 1�3 $UILD-OUT "F" � BUILD -OUT 'E* TRACK 1b 3 5 WASHERED WINGNUT CA 1 - ,v, «e aer TRACK ANGLE (ZAMAC 3 ALLOY) P;E A +. eil -"an 2 a ,s INSTALLATION DETAILS FOR SERIES 2000 4 1000 EZ HANG STORM ,PANEL it 7 1-1 I�I'[O EXISTING WQ90 STRUCTURES - t 1/4'. LAC SONEWS 0 e' aD, WJ - I"- 7 . 1 `. ` -�"' 1/4.0 LAC Satums D 0- ox W/ ` ;. I 1 1/2' Yin THREADED Poo-FU TION '-F i TO vwmib wow HImm. ' - "` ^-_._ ittt�� M�'°a. 2'z+` iWAXt MF REWIRED , f4"A RAG SCREkS # 6` O.G. Nl ' k t,D ,.r T 1✓2` M1n- THPIEN)„,.. PEN NATION ,,. :I : <' _. I #. _ ETA, OR DTI EDGE i } f2` Apn� TLtl95AOED PE?EETRATON -' EI190Fq WOOD HEADER ., I; ixi Y. CwH: i S,. 5, 4 $ , . ? EY[DipRG YAKS HEADER. I I r \ ,. ,' - 4 Cont. / 4x S.M.a 0 t EA r7 F]q !1F +. Q ,7 jf r �! - i i'P-2OW 4° Y. . f ak S Cane 7 N/ 8'V3 .0 Y�+.. a 4 YMi1 N z u ac. �? z t taro DT` ^ S {{44 ,. } 1 � -caM. 4 4x AMS. Y '� i ` , 4'i- A' ,} / 4W3✓ '1gL19S 1 i m TAD 5 w SCREWS o b.c J i . P /2` wa- iHI1GOED T3TnTk1RT,N l e # EA. ENO b ss::�� F p� _ - DET7Y. , . a TI �3}. y',`. {SEE ,.✓2 : :` Zr .GILL- _...(___. H5A4 Hsi. W 1 TIN 2` I J3 WING MIT Yi £VI�R"V� {TIP) i 1 TO Ex5i1W0 Nip 11€AOE . - 6 (OLi'NL 1 id r=." to _ 3/t5 Hum. PCP RAgt 'I � $14A1 SAL.S, , A i < . �' -. ..-G-'� 5 � __ # j OF EVENT I (. A-1 # FA E m W 7 Cart ` S z1EAIX: R i UIR€D 2 9/16' Atlas 4.A_ 4s TID + 1 20wT SEPASG N I f t�S.. W B Axs'3a - 2 tl/w1T10 = :. 1 /4^m-20k3/4' M.S. W TO rAASS. T "Ox/// , � JJ 6 J 32 W YA. I .. M1 {b^+CRCW Yati A. ! 64"3 $ jj /3 +ASYCr NUT # t: 4 ( aE1NR 2 m J _ N1nE a 1W DWI {{ � 6-i 5 4 i r 1 WOW HFAOFfT REQUIRED t i. } - t , CASs. s ATF6 NUY C y NG NUt a EYeTY O4€R`�.M � 12` a.c T � 3( L LVE1Cf OVENLAP ie 1.2v_ ,- � N'� �:- ,_ '/11 ;�NM110N ! 706MS:4 v t/+s-xiiz�' PI I _ i _._...- . 2 9✓,5` an7/8'IM3/3$ - SEPARATION __-_EVERT' & 7 8�32 - Pam._ OVERLAP � EVERY 014HAP I _ --- ._..-..GALL.: � 4 a I I g I I 3 . _ ...-., �__..I } � d i ¢�'§j 'RIS ,- $ I g g 1 w !f 3 •AJ� I - 9 x Y' I � ' ,. i i i I �r i` � m I w t e� - I _ � �, ^j' T 4's-mxs}i'' Y.A F e'ex3 :I' Y $ � w I Saa n 3 � r� 9 4 a 11il Wfie NUT O.as" O.C. - t' t "-.. .. i,�- 1-] o _ } 4 f- #• M3 W �- / i j 1 4'i PAN w P -♦ - >£ - 2°r3' Ma,. ( ) 13 i -t _ /"` ..� ",. 2 2 NCiT S. 1'. --24 4 y i�E NOTE to RELBkW l P E4TtA PLL15 AN 1E J 7J6 i9A. TIRENT#O AENCTRATNDNO 12 1/2" b�C 1 -.. » o w._ a... --... . ,. . ,• { 1 14f 30n9/. MS. ^' ` Ae/ ,"1/ jj32' w1 OR IEWSGO, 1/1. 1 MRfED PFNE1R+ccifatl ! fW'. (a)Y.4"t 1YOW PUTS REWIRED � • 4(A- 4" S. w J 1J4$-2th3/4 I= ,` !fin L / 9.730 TNf$W. {SEE '. ti timt to VOW) ',r 61 Wes,(/._. TIT OF PUTT AT SERIFS INe YA,14' 2D4a ( .AIDS-T0 PAMERA,E PLUS W/ ' FLAT '� '. -. '-^^,„;;" ,:., "• 4 4-. 4'" TFA1M h"91E. IA L1&Ow') l - „ pp /., '=% i I7. ^^ $ t.4 NUT tl 2M Wf 3dN''dilj32' 1� 1/ RiNETRA7t0N JP 1g Y SEE,ES�D .:: i�t� l _ T-^, Yin. :; C Mt z/4•A LAG 5CRE'NS # 6^ Qc Wt I ' • ' t}a'r li6 SC1ifM5 # 6• b:c. al 1 I/a' Yln. THRFJJIED PEAEIINTIdP YNOODi� YA77n[7714 a PkNETRATtON I�T�TLHN�1r/��! WOW( PUTE4REOlitltt0 AT GET ON EDGE d : 33i pu♦vnlE °2° �IY.`TF�k•r' .� SCALE Tj4'�i" { I ALE REaUPWFS B Nin, 2".4' wooD FIAT OR AV EDGE PLATE tREQLWt£p FLIT ALTERNATIVE 1'l sruE tf=T'AL , ! ^ FLOOR TO_ - _ �Rlk L INSTALLATIONS ARE ONLY VALID FOR BUILDINGS YOM A-S.D. GCSi31 LOADS UP TO +660, -75.3 AM AND PANEL'S LENGTH OF TO V-10- 7,f�OL1NTJNGscam li T,[N St(- i AYH'}H'Ntit", Ti TI(ztA_ fiER1iAt;IVE" i W SCATHE if4`�}`.. 2 EDIT NEW WOOD FRAME CONmRUC770N: t406U MELRS TO SW51tE8N PNE. No, 2• W✓ SPEC970 OE'N91TY OF 045 OR VELLAL. i'uf , �,`A�_.L♦r{�A.. w*`0 #r` •'`° 4/ 45• = _ FLORIDA BUILDING CODE (Man Voloeti Hu no Zone) nD� is SEE 3PLY"1FX'A } IREWIROAET'15 FOR . Or OP 9AA AT LOP As I t' No. 4 s *. .�. a� x0 DACE GALVANIZED STEEL STORM PANEf. : 1YT7.L AS PANEL L'tNf E'CiR#J F9 TPACKS 0R$@� AT BO Y. NASEa t D 05D dt amq�i6.'s MSTALtATaN tYPF O±�ELT 23 A. - +q•.. ST�IT OF iV�11�74;� -K11".1 �C QO'.." WID6D FEEL -`®'" t t 4.. �i4. - tV INa. GLOBAL PROTECTION PRODUCTS, I.I.C. °>/Y6 r aA1c NXS1E %DR L'9MNU xon aF 6ECiTF3t ;.-J.TFi,��k Top & BOTTOM MOUNTINDS GoODNDEi DE t,O3�N o IN ANY iAi.q�E'R st^ +.. -"'„1r •;1 ..•• �y}1•iAL.n' W a A.6!O`�,iD jNr+ y4 N, F� :Ax• i•k�" � VkN41 NL ANYMAINS ma o N. wa a�v 4 N � ,+• aA•• seal &R St 59 1I TL. l3}44 P�F� (a 11 es-zs,I, E+>x+ TALI-Man-a>Lir 20-176 WN, TO six ANY PQr..rAIALREON. j�Nt, YT��"f SOME: ,/4 . 7 . k�''*'•'b. wig Axis m_,pf i rma.v, „y WArohG ns, NOTE : SKATER TRMCi5 NOT 5,40" r0A L'IA,eT, PE 9FAL/5-mL,Nr-/DATE �rLTEN A 0, A.. PL- M 7 Q4f8'! m O 2A (-1 1 -, 1. @.- i MAXIMUM PANEL LENGTH "L+" OR `L-" (ff.) 0 MAXA M A.AA. DESIGN PRESSURE RATING .1. ♦ ., = CONCRETE A, WOOD ,NSTAunons t L+ Tr 2a0 T2' --^P ° lY'-0" 210 W-01 It' -a* Sao 7t'-a* to*-#' no ro=to" to,-O' 40.0 70'-1• 4=r Sao" a-,` 9'-4, SS.O 8'-r 8°-a' 0 80.t0 6 - r r-T^ �. s.» ,. ems. •• -. 0 y-q-_ 70.0 7'-0' _ 11-0• no r-6 ' 6•-t0' 86.0 71-0' 8=8• 90.0 !:--I-'- 9' g-z' A5,0 6' #' IV, 100.9 6--s- I 5`-1I' >T0.0 - 1 s,-a^ 1 I$0 ENT) WITH TRAM isi I. 43 it a OR D.M„(? I 00 MAXIMUM PANEL LENGTH LJ`@I "L+' OR "L-" (ft.) 0 MAXIMUM A.S.O. DESGN P�a4URE !A1"RG (Pr 0 I+ a, --) CONCRETE s WOW # INSTALLATIONS L+ tz- 2A 0 I4 '-A P8'L-O" 24LO 12'-70 tY-r MET It'-4' k0-7• 305.0 JO,-to, $1-9- 40.0 s'-a' s•-Y 46.0 -I' 8'-Y saa -a, 15I $._z, 5S0 8^-3' 71-01 50.0 B'-a' 71-3' 65.0, 7'-C' i`-2- 70.0 T'-5- 6'-11• no 712^ 6'-e' Sao 7' ` a d'.5• �. ALSO 7-0' s'-3` 99.0 6=9' 6'-1• sS:a 6•-7• 3-to- 10a0 6'-,I• 5'-7' tmo 6'-3i1� S'-4^ Irs.o - +-re I 10.6 4.'- r MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL L.iNGTH WIND SPEED 4 170 m.P.h WIND SPED > 170 m-A.h on) UNRESTRNNEO REST', i UNRL`3rRAliNEO RE'rJ'1RNNED 30 DA LESS 1' t' 6` 8 1/0 >33 TO 90 1' Y' 1 1/2- 7 1/r >So TO 145 1• 1` -.7 1/2• 1 7 1/2- Ni51D 1 1' I. - 1 7 1/2` UIIU1 si4 PAtirl IF`MrTII ftn"I FAR A GIVEN 1lAUNTWG cmnfm 1.5"X1.5' YNLO-00 TOP' DTRACK IRECT STUD UD ANSI HEADER H£�ADER ANGLE W W/5 �TTdM cLGsures - DIRECT MOUNT 46• 1. 32' 35, 1. 1. S0• "4 1.5^%t.8 STUD ANGLE 35 3a " , 32 32' 42. 36. 3B" E "r TRACK 55' 1. 1. 42' 67• BO" BO` It SIDE CDS IURE9 'O- S4' 32' J2, 38' Go" 56" SEE. 1 50' 32" -- 38' W5' 56" 58" 2/4 1/4, 3/4, 4/5, 5/5 do 8/5 1W/e, 2W/B, 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE ON ' MIN, ..--_._.... SHEETS 9. 10 All) -.._. ,..._T_ ...-_....._.,'�-^T�,3� R MIN."-._..._-®..1.• �,..+ & a O tl .T-1--i_T „-"1--j--_T-'.1._7_}__F T.-r�--T-r'I___}-i`E--r-T ;d._1.I 1 1 e w - T- � ; I - i-L I- 1 N' BOLTED PANELS W/�4#-2oxt' KS. MS. BOLT Wf 4 Ek OVERLAP (SEE SECTIONS AS APPLICABLE) L' -[� - 1 I -: I I ' I D.M, 3 4 1'" _ I / `� _T - _ _ -[ - - L : Or @ r... 3 MAX,:. - - --1.-J _ttAX "1• MIN. 1/4, 3/4. 4/5, 5/5 k B/5 I. YIN, I 2/4 1W�8, 2W- 3W. k 4W/7 L..._--:---ANCHORS {SEE SCHEDULE ON SHEETS 9, TO AT t)••--^"_,._.,._:.._. ... _..?. gEGULAR STORM{ PANEDELEVATION 2B87' N.T.S. . - -- - - --.....-_ t 4' Ya,. GAP / -, r �� Norm Oil) L+: MAIMUM ALLOWABLE PAX0. Li71cTH, FOR A GIVEN POSTIEK� IA,S$. DESIGN LOAD. L-: MAIL ALLEAVABEE PANEL LETN6TH FOR A GIVES NEGATIVE ATdA DESIGN LAD. (2) PROCEDURE Ter OETERMINE MA)MMLUM PANEL LEAKTM ONEN' A POSITIVE AS.O. D 914 LOAD, DERRMW MAXIMUM PAJIM LOW" "L+• FROM SOHICOULL GNEN A NE::V ASA. EO'SGN LOAD; fPE7ERA9NE MAIOMUM PANEL LENGTI 't.-• FROM SCKEDUI.E. F04AL #AXI6Rt A tAYGBLE PAI&1 LENGTH tS EG}/# Ttl Tiff MINIMUM DETERMINED PANEL WWII BETWEEN 1+• AAA % T p4BTALIAn" Alto WOOD ARE LEA= TO t 95 a.d:I. MAX A.", or" PRESSURE RATNG AxAAAA� A"T e, 10 er 11 FOR MAX. AS.D. DESIGN LOADS IL MAX.. PANEL LENGTHS FOR ♦'{'S `3155' EPI SPACER a IS ET. �' .,• S ' " 's FLORIDA, BUILDING CODE (Non I h Velocity Hurricane Zen 0. 44.T67 'y #24a6 TA'ae, wc. 24 GAGE GALVANIZED STEEL STORM PANEL `YY, ,4 i• m DEMO '*': TARE F GLOBAL PROTECTION PRODUCTS. LLCJ aTE `yFAe'`-• 4Cr �.. ()MO 4 .�il ,,, •MO SM, SI UPW aMa n 3}}1+ Lew A r xE WNrmMlee COMPANY 20-175 yATtn f fAYAA4 C7�la e4 f NA Pau : PINT •�-1w= t10 Au ,v, FN} Ei {1&F a �aSAA. FNffi (FA4#1M•e2Ai Pa ay. w Assr _ w �T19�. P,E N INNiP�i RpRFjtfltET�G m 1i.w I ° - OENERAt- Td= AMJ PYW CCnl, 4� lY'F' yc•ti'tY 2 }�, SIORIi PANFl ck (C) TSR fXic,ND WOG4�MIN ' C +.NAY G D.'"idltlNY; I, 15MEE1 FAHM SHOWN dN TI45 PRODUCT E'VALUATCM i14CUMH1hlT' (,PE,Dj €O$ BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE'. - 1/ore TATK:ON ANCHORS, AS MANUFACTURED BY k,TW. BU)LDEX, INC WITH THE 2020 (Tin EDITION) OF THE FLORIDA BUILDING CODE TNIS MEDIA PANEL SAALL NOT BE INSTALLED AT HIGH - 10 PANELMATE FEMALE ID AND PANELMAt£ PLUS ANCHORS. AS MANUFACTURED BY ELM CON5iRUCT}ON •PRODUCTS. VELOCITY HURR Art ZONES INIA,D-DADE / BROWARQ' COUNTIES). - I11 LAC SCREWS PER N.D.S. / DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE" FOR A BASIC WARD - 71i W0 . 5/8' WOOD BUSHING, AS DISTRIBUTED eY ALL POINT SCREW, BOLT Ee SPECIALTY CO. AN F A DI FACTOR oRA1 P WILL � INSTALLED, Q 0R RECTIONALRY WHERE ST PANEL Al.I.EO. SPEED0-GS,SNAREQUIRED BY THE AND 5144L - SHEETS AN 9 t ^AHD ' R ELdO PANELALAT PLUS N X THE UM As.O DESIGN PRE35LiR RATINGS 9t. TEO ON SETS C:i MINIMUM THREADED PE INTO WOOD OF TAPGON ANCHORS SHALL BE 2 2 FOR E S .31 0. USING A17, 7-IB AND BHMi 0 EXCEED M4%tM E DICA TNR ED PENETRATION ✓ N ( ) ) 85, _ AN E FEMALE @. 3. 9 u t2 h t , 0 PAN LMAL£ THR 7 8 W L DETERMINED PER ACE 7-IB SMALL � FIRST M R1RY THE ABOVE CONDITION, ULTMA,'€ DESIGN MO GADS DETERMI ORDER YE QLT , TO REDUCED A5E ATSKM PRESSURE RATING BY THEM IN ORDER TO COMPARE iFIE$£ W/ (A.SD.) C1) 1 NO TNRFAIJED � LAG SCREW INTO THE WOOD FRAME UNIT SHEA THREADED PECCO $1A ED NET O T 7O GO S • HE CONSIDERED AS PART OF THE. REOULREo THREADED PENETRATION, PENETRATION OTi51GN PRESSURE RATNGS INDICATED ON SHEETS 3. 9 THRU 12 & '17. t8, PENETRA 4N N4 SN kMU.L £D E 3,9 r4RU 7. 19. IN ORDER To VERIFY THAT ANCHORS ON THIS P.E.D As TESTED WERE NOT OVER STRt S=, A 331 INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS Hl7I USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DE?ERUANO IN C.3) MIMPALIM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH N.R.S. 2010, - • 1 ' T MINIMUM STORM PANEL'S ADEQUACY FOR pAPACT AND WIND RESSTANCE ALAS BEEN VQtfflpl M ACCORDANCE WRpi SECtgN YS08.1-2 OF CA) MINIMUM PENETRATION OF tY00D LYISt1#NC SMALL BE 5f6 /4 R-20 SCREWS USED SHAU. BE 1/2 tkNG M MUM O i AN 1" Mi:-MU WALLS Mo STUCCO. 4: T- 1 -D t9.d2-09- AS SHOULD STUCCO EXIST, D NY M FOR 4 ODE A PER AN TEST tJkB OF SQUIB FLORIDAREPORTS OBT 4 D AN 2 THE ABOVE MENTIONED9&C S AMMAN $ 23 1k 3. -tO AS 9 - ND A D5 AND AMMNS TESTING ED I SOUTH FLORIDAREPORT! 2 OT PER PER S5TD 2 B9 h ASTM E 33D-02 STANDARDS, tEm$ . N .5 I T _cAsr R CONCRETE PAN WOOD aoARos -eu. o DII TH€ L'x1sTMe F ifiO4 i THE - i PER %INS PERFORMED IN ACCORDANC€ W SECTION 4 C N THO PRECAST STONE. 4 GQAC EIS" STUCCO OR BE TAS 20 AND TA5-203 PROTOCOLS. AND AS E C,ALCUTA / ENOUGH WKL, ANCHORS STALL � LONG ENOUGH TO REACH THE MAIN STiRIX,"fURE BEHIND SUCH PANELS, FLORIDA BWF.DING CODE. ANCHORAGE SHALL BE AS MENTIONED IN C 1), C2) & CA) Z Al-, ALUMINUM EXTRUSIONS 10 Ke 6D63-18 ALLOY AND IEMPER (UNLESS OTHERWISE NOTED) SEE S14MT 2 (D) ANCHORS SHAU BE INSTALLED FOLD. MNG AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3 ALL ALUMINUM SHEET METAL USED AT CLOiiURF.S sFINN.L.. HAVE3LOY+114 ALLOY. B PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION T THROUGH 6 (SHEETS 4 4, ALL STEEL SHEET METAL PANELS SHM.L HAVE STRUCTURAL, OUAUTY STEEL, ASn4 A-653 GRACE -80 WNEWM, 0-80 GALVANIZED THROUGH 5) EXCEPT THAT HEAX"Q 3(D SHALT. NOT 9C USED.. STEEL DESIVOTiON W✓FY- 922 ko (AFTER ROLLED). 9. IT SMALL BE THE RESPONSBILTIY OF THE CONTRACTOR TO VFRl THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5- A4. SCREWS To BE STAINLESS STE'EL.. 304, OR 316 ALSI SER)ES OR CORROSION RESLSTANT C:OMED CARBON STEEL AS PER GIN ATTACHED tp INSURE PROPER ANCt+ORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME BUILDINGS. SCOTS W/ 50 W, nab STIRENCEN AND 41) kin TENSILE STRENGTH AND SHALL COMPLY W/ FT.ORIUA BUILDING CODE S£CTWN 41 T 4. 2 .33. PAN R 90" PER SE 1 # b TW 3W 12 ON I0. EACH REGULAR STORM R WTT4 LENGTHS OVER A5 P SECTIONS 2, 5. D ALTEFd4ATkvES I rn 4 7 RESPECTIVELY. HAVE # AND READILY VISIBLE LING INSTRUCTING OWNER OR tF1iNNT T4 SHEETS 5, A . SMALL LEGIBLE BEE MARK 5- @DIMS 74 BE ASiM A-397 GALVANIZED STEEL. OR AM Y74 yERiES S'NNL&SS STEEL, WITH 35 ksi MINIMUM YIELD STRENt7H. SECURE P,V+F.I.S Wini APPLICABLE RflNNRC£MENT DURMC PERIODS OF HURRICANE WARNING S APPLICABLE 7. ANCHORS TO WALL SMALL BE AS'FQLA4nWSk. I I. THE INSTALLATION CONTRACTOR IS TO S1AkYCAU49 Alt- SHUTTER COMPONENT EDGES WFi4CI4 REMAIN IN CONTINUOUS CONTACT WITH p INTRUSION THE BUILDING ro PREVENT WIND RAM SI ✓ (A) : T4 xwt1G R 1 Y - SPECS INDICATED IN ?}418 DRAWING PLUS ANY BLALOMG AND 10NING REGULATIONS 1/4'f 7AF'CON ANCHOR$ A4 MANUFACTURED BY I,TRBUILDER. INC,(Min, Fc 3 92 Ps:i:) t2. STORM PANED. INSTALLATION s�UW COMPLY WITH U NG RE 7/a' (AUC-IN ANCHORS, AS ED BY DEWAL,T INC FRONDED BY THE dLRRr501CTgN WHERE PERMIT 75 APPLIED ro: - 1/4't6xx3/4' SOL(Q-SF.t ANCHORS, AS DISTRIBUTED By AU. POINT SCREW, BOLT 4; SPECIALTY CD. I P, THIS IS GENERIC DO NOT PROVIDE INFORMATION 1 a TW45 JCT VALUATION DOCUMENT E O PREPARED 8Y S ENGINEER ERi AND Es 3 rw00 EY ( ) Min, re= S.i. () JDOO ) - i ORS• AS MANUFACTURED BY 1C_ O CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT.. m WHERE THE SITE CONDITIONS NIONStiti14E FROM THE PE 0 v#-1D PANEiSATE FEMALE ep h PA-NELMATE PU.S ANCHORS. I' "a I FAGTiR£0 BY DEWALT NC. - Iles ZAMAC "LIN ANCHOR AS LIlaNU 1 P S. ON INSTALLATION N NCLUONG LIFE *vAFEfY G. 5 PRODUCT C O TO 9E' RESPONSIBLE FOR THE SEi.ECTI .PURCHASE AND AA4..LA G Ls 1W RdDUCT {) G1EIRACT R I BASED ON THIS P.E.D. PROVIDED HE/SHE DOM N07 OEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT A I MHtMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 13f4"; 2' FOR £LCO PANELMATE AND CONSTRUCTION SAFETY AT SATE IS THE CONTRACTOR'S RE'SPONSIBLUFf 4 ✓ F 3 4 OR iAMK NA4i6N ANC1{C:RS. (e) THIS PRODUCT EVALUATION DOCUMENT VALL BE CONSIDERED MAUD if MODIFIED.. A2) CALX-N 8 SCUD -SET ANCHORS SMALL BE VAIEODED 7/8• INTO THE POURED CONCRETE. No EMBEDMENT INTO i 4' - 1 1 " LONG MINIMUM SHOULD STUCCO EX151- BY AENGINEER OR - N CT WHICH L COME E STUCCO SHALL LSE P£RM.T1Eo. If. 6 2Q SCREWS USED SHALL !�. f2 OULU (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED FLORIDAFiDRmA REyLS'(£HEO EN U:EER ARC. ffE kT4 8£ TH AND }' MINIMUM FUR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL. THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E 0.1T) FOR THE PROJECT AND WHO WELL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPETE USE OF THE P E 0. ENGINEER OF RECORD, ACING AS A DELEGATED ENGINEER TO THE READ: ENGINEER, SHAD. SUBMIT TO IMS RATTER THE SITE SPECIFIC Cl WINGS FOR REVIEW. AS) IN CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE E%TSTINC WALL OR FLOOR, ANCHORS SHNA. DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (c•I THIS P;E.O. SHALL BENT THE CITE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSTQNAL ANCHORAGE SMAU, BE A5 MENTIONED IN A1) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT (a) la_ugmo(' QxKRO @L $ XNA A:[M C-O.p, 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4• A TAPCON' ANCHORS As MANUFACTURED BY I. T W. BUILDER, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709,9.2 OF FLORIDA BUR.DiNG CDDE. ONE LABEL BE PLACED FOR EVERY OPE1VItHI. LABELING TO COMPLY WRIT SECTION 1709.4.3 OF THE - I/4' a x 7/B• CALK-M ANCHORS, AS MANUFACTURED BY DEWALL INC FLORIDAtDRIBUILDING CODE, - Will X 3f4' SOUD-INANCHORS,. AS W5TRIBUTED Err ALL POINT SCREW. BOLT d: SPECIALTY CO, - $14=10 PAN£LAIATE rWAL£ ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELM CONSTRUCTION PR$ 011 it", - If4" R TAALAC NA81N ANCHORS, AS MANUFACTURED BY DEWALT, INC A. TI%A. OA�'��ft B.z) MINDMum EMBEDMENT of TAPCON ANCHORS' ELCO FANELMATE.S'AND ZAMAC NNUH ANCHOR, LEM THE �aGENti. � ��'��� CODE Nan High VelocityHIM Zone) `(�IE fLORIDA BUILDING cons 8U)CM. UNIT SHALL 11/4',. z 44F71n7aza M kya, Na A. �At1�N.m 24 GAGE GALVANIZED STEED STORM PANEL 8.2) G4.N-M Et SOLID -SET ANCHORS Stall BE EMBHDOr"D 7/8' INTO THE CONCRETE BLOCK UtM'. NO MEAiT'9170 ap,kw 9,z STUCCO. SMALL BE FERMT10, 1/4` 0-20 SCREWS USED SHALL 47E 1 1. f2- SING MINIMUM SHOULD AO% DXTS+. Tk _`-`"'-'� j'� mn>J�a€ND t MIN MUM FOR wAL s LhTN ND sn oe0. STATE ( � L IE C 0 ..,; LOBAL PROTECTION PROOUCTS, LLC. SATE°t:i� % ,, -sw 4.W SI YOKO8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FON EI'll 81!)F"4•�' s+` Ax, m x.°ma m . N mz•, aMAE H. =l.EXISTING ANCHORS SMALL BE LONG ENOUGH TG REACH � MAIN STRUCTURE BEHIND SL1CN P ,n".amTm pet Jgn-Ia>, +amx_ (g6t7Fe�>s44 eae(Aea 6G-€tGax0-)7S_.is ''..... Aa WALL A1F. Nx. sA"m„ m, ' ' m"1 ANCHORAGE SHALT BE AS MENTIONED 1N 3L) AND IN ti2}. fgfr4y,+ONAL ? j`tAAt p.E t1UpEJWiE Fw-'O's"' P :F ' f@LIIn. - 4i,a , 4Rx1 , ar it INSTALLATION 12ETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TBG POURED CONCRETE -&SOW POURED CONCRETE .-. OR CONCRETE BLOCK OR CONCRETE FLOCK 9.+ REQUIRED, ,ram/ s REOtfIR£O. CONCRETE ANCHOR'S.. -GALA;. ^y 'r CONCRETE ANCkNSRS ,!' , ('SCE SCHEDULE ON (SEE SCHEDULE CUT E70$TIHir. POURED SmEErES 9 THROUGH to) .� - SHEETS 9 THROUGH 10) --f � y OQNCIt£i'E OR -- - -) '^-/ v CONCRETE BUCO . 3 1/4Y-3an- _- - REQUIRED. i NFAn 11ae15 /2« t✓2' j}f4' ,: etfv ac i x 1/4.11 ..__...._. _...-__._ . , r MA).:. - ___- -_-__. CONCRETE ANCHORS --__._.,.___ y_. fF I , i r ., I ? (SEE SCHEDULE OIL. '" 1 I EO ,'" 1 S.D.r{> ¢, I SHEE75 9'RLR000H t6) rJ 1 I '� I 1 i E 1 .`! y� ,�,/ /j� �t%i�'f � /-y F E 1 . �,r,/T j'� l/l I - 7 a Tf _:I i 9 1 -1 1 ., I --1 \I 1` I1, i I L..w _...:- Lv..• 1/4"A-2ai1':-.�i..� 9/s•Y-'i0x1' Ei7 "%r Ni e . 6a}s 11 S, s y -/� I I 1--- _ SEPARATION t - TKO DDIASS& /`� om Ile fma T TO G�tlATSSW, - ^� I (USE tat PAND. ,f�'�. F 1 Ix>NCIN QwOe I-*-) ll J" I 1Aam ao17-CI ,� ��,,' I EXli1TNG (SEE SCHEDULE ,--.! 1 ... .............. ..:_ . '1' Max. II (SEE SCHEDULE p .. _..... " e' I 1 dN SHEET 3) I - I 1. CUSS 1 ON SHEET 3) ) PANEL LENGTH I I Min SEP TOM SEE HEE 3) 8 I 1 ARA 1' 1tax, 1 I ( "L' Max. TD GLASS. ON SHEET 11 I / I PANEL LENGTH I 1 P+WEL �1 .LENGTH SCHEDULE I SEE SC _ ( L .._. f (SEE SCHEDULE R AIL L-. �_. SEE SCNEINILE CONCRETE CHORS LL :::_z:Y1? - _;,. 1...--k'--- T.._^. ( 1 M S 3) + ON SHEET 3) (SEE SCHEDULE QN a 1 ON SHEET 3) L .. .._..L_"_.. I - SHEERS 9 TNROUGH I I i 9 I T .__.,..'....:._.. ,.,,......t„„,_. , 50X Ex15T(E I 1 -T ',., � 1 D E70mP� y*,r : I - MAX GLASS 8 I Q 4s 50# .: -Im ( i i k <5 1 $ OF "L' -- 1 fi" +$, 4A-aa,t / 1 , f t D Tn L.-� HaAa ears k,T /'1 :,. I 9 MAX. t .�' /.l'. fi 'f% f 1 r # p t/4' as -/; 1 K _3 I 1+ I � f I ,TELL I E0 I 1 I � _.1 � liii I E.D �zl � E.D. ;;,, i I I I �. .. - ._ e m ,, i I �� 11f2' __-_�__ i _ � ' I i %! ..1. ALA` l! , { ref Ex15TtNG POLXDEO I 0 12 t G.G L..-- ' OR s.9 i A5 APPUGABIE)i, . I ,. ,r4'.r wex W,kp iA CONCRETE BLOCK I I CdHGRETE ANGt1C6TS� ( 5:..:-v --'- £ ` I REGURID. (SEE SOHIM ON V1--~ , , -. __-___„.____J w/ _ tJ4"itv 5S M''a6. SLIT ��. Sri --FO -r• IEtl -::. • IT ell° bz. f -. -... ___._. _..._j_...._-...__.I SHEETS 9 THRouCM 10) f it w W1f r} ONLY WHEN SOLID 'ri I 1 + _r„r1TERN4TE .F`. SET ARE USED A,k CALK -IN ANCHORSWHEN LF.G LOCATION. �... EgSTMIG POURED CONCRETE. .w'feEAN w.. CONGR .t BLd}CK PAI4ELMATES ALTERNATE CONCRETE POURED CONCRETE CONCRETE ANCHORS AI'E USED. REQUIRED. ANCHORS CONCRETE BLOCK REQUIRED. STAGGERED W/ STUD (SEE SCHEDULE ON (SEE SCHEDULE. ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT MOUNTING SEjtON 1.SECTION SCALE 3/8"T` SCALE 3/B=1• BCAIE TfBml• +ti�ER TAnTI(� JJ`"s --'° SEA `° S ' FLORIDA BUILDING CODE (Nan High W)acif HMTFIGane Sane -' O, 4416� S �'a nR= M. 24 GAGE GALYANRED STEEL STORM PANEL FJ`1 E DISTANCE NOTE FY)R COMBINATON OF SECTIDj$;'1• '.. DRAW ft * : * ?. PRODUCTS, MJsTfm2a D. EDGE �:• STATED = IL ECOAwe. GLOBAL PROTECTION DUCTS, LLC AND SEE SCHEDULE ON TOP At BOTTOM MOUNi1NGs CAN BE = •.• 4WD s.W. 51. STfeFr ( F 'Y nwr TL311H6 t INa1ME N4 aOMPAMT '9 & 1D) IN ANY WAY TO SUIT ANY 'S ^'r �(7RIOP / Re: a.^A.aaw: Ylwia awnY. n. a1r O+T,ETH''+ SHEETS COMBINED .%..� /• 20- 75 L.F '...-•,,.,•• ,r `{ i:.67' ew.r., Da, Aisx, N, Ix6 an-n1, TNWNE: {NMp1M9->64a, FNS4 EaA4)AAM"6>A> 1 INSTALLATION. s4r, A-•,r,sa.A,a•"o ORAYFAIa Ncc - CA-4Do671ei .W • rwrlr.. rs .a r. w,eArrA. Gar ,. - _.. 4 4etNt1! WM.Im A TALI 4r,. P.E. -.., AAA ,>-th - m 3 + OF 16 44167 - w U (D U) -0LZ M L N - " U '0 N Q O O C CU -0 0- (1) L- U O • O L _O W Ca 0 O O -4•-f I,_I__t 61.- O V •C L O L CU .= �/•�� ��/ C0 Q 4 z r� w J w r , tied ll . C o W 4A��.•9q 6rW � 1_i Q C-)N • CIO>-C _ a - C � N IF) tz N � 3 N � ea T. 4 t L r+ C > ea_ C ¢C 3 3 L e0 w Am V r jm L tY C G V3 -6-"= C E eta e7 a La a- AyC INSTALLATION DETAILS FOR REGULAR PANEL X 1 S A 1 lNI� W{�Q(� STRL��Tt�l3s_ _ INSTALLOON DETAILS FOR REGULAR PANEL n1 INTO WOOD -01 ALTERNATE CONCRETE _ m WOOD AWHORi J 1 WwA7qN __... I. " iII t�SEE SCHEDULE ON i Joy-2p.1` L~- (SEE SCHEDULE i tt f l ALTERNATE LEG ANCHOR$ LOCATION • - OTXNCRETE INCISORS _ i�i E SCHEDULE ON DST POUR iCR ` - -SHEET Yi) ,,, I _._.. s,�, 0x HAS, Moos I ON SHEET 3) I ; . 5. 4'x8' (Mk,.) EXISTING, WQO ' / .•� CbCiTWN (SEE CONCRETE EANC DNS -'^. EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) O EXISTING BLOCK ETA,"e, ." I: ..... ..: " ` ;. t F'W/gg1 e 0 ,/4• ab. 1 1,,..•� p� BEAM R£OUIRED. STRUOTMRAI. - � 1 I OR CONCRETE BLOCK DR CONCRETES POURED Cx = �i .r •_..-.--.-`:-.,'-.": .....: �-. .,I, I�FN,Y„i M9k T-e•) ADEQUACY OF EXISTING WOOD / Z f : � � 1H I, �I SHEETS 9 THROUGH 10)i OLIFREO. I REQUREO. j ' ,t { ._._.._._I I _ __ _.®__ ,11 e- L. 1 k.,i TENDRIL LEG CONCRETE ANCHORS r, >" ; / , _. `;. , s', .L L�A-4 -_ - ) PANEL LEN(r•04 D 8E CERTIFIED 8Y / ffC .. ED x' (S �e ` it EXtSTi BEAM ENGINEER OR {I,,. W E%kmND POURED r-----E.D. / LOCAT ON SCHEDULE ON WOODRHFAOEtR r WooD ANCHORS �F'' ktl 1 Loki 1 1 (SEE SCHEDULE ARCHITECT PRIOR To SHutTEFk . _ CONCRETE RULED I (SEE __._ ,. REQUIRED i t%'p :. (SEE SCHEDULE ON ,•. t'; ,r 1 __1_ ... ON SIE-Ef 1: FOR 1NSTAUATX9N• t y SHEETS 9 TtdRFX/GH 1 r --...� r, i14 . , 1 1 4` .✓ t,. y 1 '', a I: ... d .R..- -__, V! WORD N C5tDR5 1 - 1/414' I "Rom -TWO f ._-. n^ MUDD ANCHORS ALTERNATE _ r I' Wa..»,- ».-s,.. -,�,. r" sr.f •' ".1prt.__ ;1 • .., ! SHEET 11) . ) I SOF '" V _ (SEESCHEOULE ON (SEE SCHEDULE' O II 1,.-. .,: Eo EO-:; !.....-.:SW IJAr#r tb: 51N�Y CA �.•%.. ____ D .. m- -_ ._. .-. Nst MET,�yFM- . i .,ti _ 3.t WiX. -r. Oi SPACER I of "L' //` SHEET 11) SFEET tt) - t/4'-2W Ss MoW/Alp '.Orr 4. I :r!:' `r m ,;...,. 1 "liW eYx9Dt Tvr SCpk1s OR it2 1/4- i ; '.. , I. ! p t I - 1 , .}� T(. T t f2 • IA ,jY c _�W ED I✓ j I f4M2I. as. Ms r/ Nut [ _ j f .' MAX. • i t ` ,, ., };. r`i 'i I LENO'M I MAX. FA W 1 t T ,- ._______.. (SEE SCI ANCHORS _, r, • 12 tf2 a.L. ,r _ -_., ._�__.__ „ ( {{ ) WOOD HEAUER,. -.t s i I . EO E I i" .'.. ''T' ; I T i (SEE SC TALE ON .. , rJf i .(.' t r 2 ( i FEEDUIRED , 2 1 1 '�: _._.a.F�' ? , 1 Aj ,' VAX. MOOD HEADER._ j '.fz' y"•-. _-,_,.�.v�_._... - (5 HEO ITV ------ {$p�� 4(� { �` I 1 - ----- f / 1 t •' tdi 1. @I� 1 ; ,r N(n.. "'. K!' I 1". __ _. _'rx. C -: --- 1 1 ------....._...1 RSOURiED �I 1 1f4Y-tm,r . .l LEE I SHEETS 9 THRoucl, 10) i I T i •Ki+ w RU3 ) iD r" I j 1 ` I i-10, Eo -: - ;, { - T EXISTING. $ I E - ,I SLIT} i I $ 1 :f. i ^" -_ ... ,"y.f '✓ ..,�;.-' k .;-. ::,- 1...... '� 1° i G, -- I I's Y a' e tJ4• oc I 1 Eb. tX . 1,.. TYA196 8 TJ4 aA 4 , rf. ',, I' .9 :a I 1 MO. ., ..r'., 1 .,, ." , N _t -`. 11 i- _ �.e ,,..�.._ `Y i WWo ANCHORS; .2' ` ° I. 1 N ! // 'I �1.'` r',. °f ram. rf. j PANEL LENGTH T i { i I I t i. tf i 1' MAIL, LONG ALUMINUM SPACERS 0 12 1/2' I I �I (SEE 5CH€DU1.E ON - 5 k$M3n. - t /r7u "..^lr;' ! .. 1, I (SET SCHEDULE i I I t II -O.G, CsE£ TABLE $i ON SHEET 31) 1 t SHEET 11) ` ( I I I ± l - I ON SLEET 3 ,lBn. j I I 'f i .I SEE NOTE " BELFRY FTNt UY(TAtpONS FOR 1 41{n, I I '* s y..' I 1 f/Y'tt-:Y1k,' f ' '^ Ff f%j, + E T SEPARATE } A 'f y FDR SPACER ( 1 'L" MA%. I I •L• MAX. E F' 1 -� I �� 11{; i f .^0 p I SEPARATOR t I T 1/2• LONG SLEEVES. EPARATON TO `� T 1 sI, skis W , I ,. s + /.. I I !k SGHE TO MASS. I RANEL LENGTH "i ' ; 3 GLASS.(sEE 1 L I TO GLYu . .. 1 �-•- 1 PANEL LENGTH I, .j( 1' 99 - - -/ ---j (set . • d ON to Cuss. i If+'Ir-saT• j (SEE SCHEDULE I 1/4•m_yp.z• g k yp E A (SEE SCHEDULE i (SEE SCHEDULE I I (BEE: SCHEouL ( t_ --•) tJ4•m:-�.z" i DH SHEET 3) 1 e _ ' ON SHE 3) i 'i t ': ._PANEL MATE FWALE ID OR PANEL MATE i oN SHEET 9) i mm w i Min, sEPARATRDhI To OLA58. I I I I LDia,kl LAX 1-4") ,L. Max- -L (SEE SCHEDULE ON i M IiBL ,Q :' 1 ON SHEET 3) j --A, , SPACER _ -.- _ : PLUS ( SCHEDULE iYd SHEET ) _ _ _- _ 5,� - __ SCHEDULE oN SHEET - I _._I-.. ._. __. __.. _ -. _ - . -- I- �,L .., ON _ttEEl' 3) I- -,-. t : _ d , NA -tat' 1` MAX, O I 1 _,z}_ SEE ti +1 .. J" 3._.- 1. J ? PANEL LEMOTH .:._SHELF 3) ,:__.. _ _ ___ L. _. (LSE Rap,WA3. 'L Max. r. _ _ ... DAe PON RYE,. j I.. ,. _ .,i... tf4'm..2aR` I 1 I - ; ! . I i i .:::1r?° -- - Iyt tw I 1 ) .e.... �eR%S W( PANEL LENGTH u L f6q _. _...._ _ .. +... M"- :jfi .....g., ME41kN a!R 7-e'ry I"" - 1A._ _' _ .,.. S.S Rare W A. L $ . _.._. .:-. -:.1_. B i (SEE SCHEDULE ! f ,.I LDaR+ OAR ` n PANEL LENGTH t . "1 1 .. _ .. - _ A4.. - _ x --- _-- - r-- ON SHEET 3 1 (SEE SCHEDULE _ : 1 :`-7" FLIT Netaz ' I SEPARATION � MinI i, -, , .....r ,l ..,, ! _-..-______-..,._. - PANEL LENGTH m __ ..... t "' ReC toR iWfi (SEE SCHEDULE ^ 9_ SEFA770N I ) EXYSTL --I--� ON SHEET 3) s L ...._.. EXLSi1t I . I-. !!- T-'�%_----t EX[S'tNc -! SEE SCHEIX/LE I 2"x4` Wo00 _,.__.� I ON 9}IiT s GLASS - li, 1 i0 CLASS. p ;. oLA55 -t p @ 1_ ASS- ro GLASS. I f PUTE REDUIRm 1 I .-..� _.__. _-_ _.7 .�. ...I. I "i (SEE SCHEDULE EXIST I o6R Y-ap ! , I - i [,PASS 1 1 i'-(W SHEET 3) 1 E -- 7 . ) / ---- -- --- - _ L91:A1 ��� A I 1 �,/ sox I A y_- w _ , - _ I 1 NATI 2W I 1 ,._ :_._------`_____---- e ON SHEET 31 I OF X. I _.( i' i U) : I ! 1.- E F•` I1. , 1 of 'C ��, y vA r I t I ,� r, 1 f 1 I I t• l� I t wx i > `+/ 6t+z " �.J SEE TABLE $1 ON SHEET TI FOR MAX. PANEL LENGTHS h I r^ ..^ MAX. 73_O DESIGN LOADS FOR THIS INSTAUAT". 1 I N „l.._," .,..Fl ry} r, E rJ^f.. 1 .,. { .l�?' I SU% i (`�j�{� I Y! 12 t 2" SAIL: I _ P ,f SPACER I I 1 SOX t ` '-^-•"'-" / - MAY 1 1 ' A f✓ 1. ., ! Ei - DF •L' I Of 'i:"• r -'- ':.•' '1j I T k � I n : I wa 12 1f2` DC� ' .... _.--'- --.. _. • f; tLT4tTH i i ( - T ,„.� .SS ..,+ „.,, .: r I ^ 1/2" O.C, {"' ,� ,_ - ...._-_... _...._-_'_'_ %x _ ,, f , MAXAt�rt ; I e ) s✓ r„m- .-. I . - i _ _. t I ., p Po t fY -a) ..L,..-,.. .., _I !J. -0 _.._. »S �NDtD 8aLT4 (_..'. _-- 1 7L-.��i . , .$ 12 1 2' DC t-L .. p -i'. t _.-__. _-_- i p - '1 4'Mta.i• CONCRETE ANCHQ:[s r;.� �J ! W A tJ4' ac. CONCRETE MICHI'S ,: �- I _ " • 3 4" 1 f .. ` A=IOWE'¢H! I -_ _._!. ..., t. ..r "l ".,ti ' ' W # A fl r .f _ .._. _..__.H __I I I -. _ ' .::...- WOOD AMGtfMRa * !'= EXISTING POURED \^•'�� \�`l\w -"'ti ` :.a (SEE SCHEDULE ON :.r'�+ AL} {SEE SCHEDULE ON - . _ } tr_._ W -- '�-.- _ I ; '+` ,1 CONCRETE i,?1"w^"'.11 � :.�"'I - EDGE 4F WALL OR sue SHEETS 9 T#IROUGH 10)., ,. .� S-'r SHEETS 9 THROUGH 10) - rr,'F;. -.- g z 1f8• LONG MAx. ALUMINUM --,t., ,�__. STAGGERED /DUD - ( II S.''\, f. ," r. ": 0 -.: ,.'. ry. �.__T ii SPAM RA MAY BE t 41r LONG JP � O REQUIRED _ - f. Sp+LERS 4 5 1 4" o:G.PANELO FOR - t Y I t, ; I __._.--.._.._ - ..�-. 'X6• WOOD 2•x4' W000 ' 3/4" !\.. (. ,% I ALS tYE9H)Tt SANK PANEL -CONDITION) w I' 1 +. 2i 3k 7SE. I I I r (SEE sCHE'IYULE oN MAX MEAN Ra1F ND6H1 h1u9' 6 A RESFM;tWN FRLIT HM WOOD INCH RS a,...._...........»._ __. II f, t +. ' SEE SCHFINJL£ 4N '"' i 3R CONGRET: &LOCK +, � �"'I i , WOW CHO RS CONCRETE ANCHORS _ _ ` \ l� REQUIRED. - ,: I aIRDR10 itEXAlI tS1�f114Y dTO1OnFD ON SHEET it}, (SEE SCHEDULE' ON _ rt 3%4--_-.__ - - 9HEET ill - r t MAX, o r ALUMINUM SPACERS O .`-_- -. 7 m 0- (SEE SCHEDULE ON ........_-.E^D.._ - '` r: REQUIRED. -gip) PLATE REQUIRED :( aN SNEE6 a R AI 9E o QLAS]s TO I/4' ,� '; N I + ..R._ -_2UTE OOUIRED (al NNGwR4 4ae4G tNRJ OWp+O/&HCI eA W1E Fow.E m SitEtT t 1} qq t I '.•r C„'-i T2 1/Y SLOG (SEE TABLE +1 ON I t . 1Y(!on ANCHORS I• Lpi. 'SFAMAl1Ok1 70 iKA� MOWED - , + 2•x4• W000 # StICETs 9 THRIDUOM TO) STA730€RED Wf STUD () SHEETS s A? i b,) I I p (SEE 9CHE'4ULE ON LONG As 1NE Ta4akla+D Tgl'4On10,NS ARE .._.. ".^•'GALL.' ' PANIL. MATE fMK}SINALN. O SPACED1 AT 6 t fA 0.0 ! SHEET 1 t) caaeNtn wneT> as>ar tAaY 12 L✓2' asicwc ArsAwtn dN __- �, �_ I I "'-`--2` AAA,"--„' _'' py - �, , (1) MAXIMUM AM DOWN PAFE'41)HRE � Q e� �UNJIMG F Ct WALL NOUN LNG /DIRECT MOUNT W/SPACERS M OR I RATwa a +ea, -es "31 (s) MAX 24 CAM IAvm LENGTH s LMU TO N' AT ANY OPENING ■ U) SCALE 3/8-1, - - SCALE 3/8-1• L ..: i' .°` 'A` (1H6 6 A ISHM 1WN f1irM iAit9FA RMIEL. IEti'vTN:s +41811SO ON �+R�D F T3+.TEI. iE_II".I ', �.q SCALE VS -I. (a) MMR*AtAAYk 5TONM PANEA, L1014TN 4 SCNrnax sHPE'I „). 1UAlrF._ I Li�N . E 4W L. M WALL MINTING (3) sNaY PANo PanuATgM a oaY . (') t � O1@ p N A BUILD -BOUT i4OU TANG • �. LL T RItO AN El6TND Wsm FTYAIE WNL SCALE 3✓B-t• RNATIYE .SW d N 1 W Wlm FOR N,I40 ztx4CI ,. 2 3 As aAtraTn 0f Am i SCALE 3/5•'1- SCALE 3/8-1, 14) 916Tmwm WARD ONLY MR Wag OULDING Ca0'ERO AND THE 21!!).4 (TN £DtTiTN) OT filE TMINM I .,,p,'A' R tA, Tl �+ SCALE 3f8-1^ vAYt 4�nAtnil(% m T. 2 e 3 ONLY Am E dat�4 A T!(' y E �, .- \3GEN,4/E '�Q s LU i NMINN ••GNAT 4 P� ? T - - r ra$%%�iCERSE s FLORIDA BUILDING CODE (Man High Velocity HMrricane Zone) v�E�Ser ' FLORIDA BUILDING CODE Non HT h Yela01 Hu cons Zone Nf:YS�Ff�FH_T)ki iTLON-DF ^ c1 - A ND' 44�E FLORIDA BUILDING CODE Ha H) h Yelaatf HMrricone Zane _ ,OP Bc BOtiDM MOUNTINGS CAN BE 1 DE51(R,t PRESS. INSrALLATION OR RATINOONLY A�D.f �ANPANEL LENGTHS 24 DACE GALVANIZED STEEL STOMA PANEL j cam .T.m RG F.P. *+ AT)r,N DF aFC77()N 1.. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. = No. 44 j 67 E l opt° TTLTUA PC. -24 GAGE GALVANIZED STEEL STORM PANEL F''. (P ) S- : tk #Ram Tr.3Epp, m1¢. Y.>s Q 0. 44i&7 't i 24 GAGE BALVANTdED STEEL STORM PANEL VIEW an 0TE EDIT - DESIGN PRESSURE RATING (p.s.T) AND PANEL LENGTHS s *,; E DRAWN Hit COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 !; ., STATE OF ,:Q 1 �� awn Hm * : 'Ar I'fr t - SHEET 3 EXCEPT FOR s : >W' :' * R r.�„At.rrlr. _. I LAT ON. W F ION: WOOD '',l0.?`'' Fi __ 4'^ - � 07127/20" Z E FOR COMBINATION 4f SF � - C' _, I a7/Mham TOP de BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES.t1N H ( --: _ 1 WJ27psaao NSTAL. I 2. FOR NEW WOOD FRAME CONS TACT e F '•:.D .;�^z•---'"�. �+ NIL .4•, STATED GLOBAL PROTECTION PRODUCTS, - STATE OFF' /+ GLOBAL PROTECTION PRODUCTS, LLC. 041 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC •••..• ----L TC Cr O tElc. OLDBIiI PROTECTION PRODUCT$. LLC. WO �•R ��F,,�e ) S +ft ••' ., E sl 7r O I I4 e:. - MOn S.W. 51 $nor . a� f IL. IE M O INC. GATE: COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 3W DENSITY OF 0.55 OR EQUAL �'''«. ti ONAL E '..A� Tun TcsrG+a a aOePAMT w1,E FL- sAT+4 Z a. F •.,, . TYJlf TE¢nN0 ! 641as MO LbMIPANT LINE xA, aA. A• o xa ,Hsu AYAAn N am _ E,D. > EDGE DISTANCE (SEE SCHEDULE ON TOP B,: BOTTOM MOUNTINGS CAN BE •�� -• +4"( �• .-"`.-._�._-.. • ANY ORiO 4�f'' OIil4 ,'" +NOD s,W. e1 STREET INSTALLATION, : O �' +Dan xw. 51 SiREFr y IUYF FL 33744 6 '` .suP FL 3STT4 re SHEETS B Al 10) COMBINED IN ANY WAY TO SUIT ANY . Ec' mw s >4 mu dM,vNWMmWIa¢Tt dd,a, 20-175 _-.. 2. FOR NEW WOOD FRAME CONSTRUCITON WOOD y, ALGA:.,.•• 2LR 1 _, 20-175 _... _-._ _ q tj�% rnm',• (dam m-,aro Fs: L1sy n.-,Pt twR.c iP3L)aGY-TIi+S. rAx fR.`4)6GP-a75] 3, tM. iM r. e. aoa mtrme. a m,mn tNNnH / .. aa.�,^ 20 175 INSTALLATION. 4hi %ONti F• - Ai1�-`^"""°`°°"'°' «... M��r w ... m.. .,a+W+? MEMBERS l'D 13E SOUTHERN PINE Na 2. W% SPECIFIC "59 A/ R� `;... SLOG kMdd NAta�c�i m,-tdtr :: Y«r wr.. mrTeF6r`(Ra,) a.� +r,-aoa7)9 �,•,^ a: rr rm sr.r amY LlYtwlo M. r4 yI}i'/s ^LaT ti9 DENSITY OF 0.55 OR EQUAL. +Nti TupFJ�sre Pc s -ADne11uAE✓maE µ: 0No mA-00. r," t aaR mn-,esi P.+cwE. f9aFie6P->sw. PAc (Re.Mas•aT91 Q fNItRfi1 URE/oWe WN^TER A Putt b. PS AA tT+u mm 5 0, i6 M WAVER A. TALR MI .JL am Lt-,a SIFT 5 # 1e YNrtomo�LTFA A te]JF ut1] . SNFL, ] M to SHEET NO. SH 1.3 e E O iEOR INSIALLATIONN POURED, 90NORER, CONCRETE BL CK OR W00,0 $TRUCT RES: YALID FOR REGULARx LIFE SAFETY & E—Z HANG STORM PANEL 1 SYSTEMS -. E I,. I I ! °,( a ,iq OR I,..`tANCtETE I. V— I 1 2' : ' A .LC3` 310I '. S. ttati GC Yx FRAME 6053-T5 AU.QY OU4T REQUIRED 1 ANGLE fnM 1jf`P " } TMWN a 12 OC, x 1 3/4` TAPCON :... I -ZMn2 t` BLOCM'OR Y:.r MOOD FRAME- Et[, I 2 1 2' * BU)"O R 2*.e CONL'RETE. `./ L _ FOURfi9 OXINOR 1 ANCHOR REOVUtEC CONCRETE 75.6G% 6R-_'.. ANCHOR O 12' GtC: ..., '.; J '� _, I R �3 AI% BEWR4EP 1.. +..,' 1 v1 IOt'YF fMNEI - ` t �' +T 3/ -i 1 ��./ i Caa /t/CFWR2" x r ..DSs' To - IIITWVIE fLS LOCAMM41 tr O.C. VA4R5 1�,. 2• 2' a 5' A ,065' i1Nt. i, 5 h A1sc Sae L x%'a uWA. ANpE OR M a . / _H ' _.-_-. _.. ,OBO" ]t.. 754 SHEETPIATI PO[MEO 4aNCRr"Yk'. MINFF%1 i .} I-. BL.tltli O$t 2"A+' W000 FRANC ... tAEI 9O55 W7NP PIATIC ALNNN. PE �." M 4" ' - . T I r A ' t> 'S'P7 0R28 33 4w$3 To ALLOY ..... 2 1/2' ,j j'i 2 1 REawRf71 1 A1,n. 'v 1 i�4'y. COUNT. A_IM. ANr4E f'`. ,S Mox. MP.. CAP Ile . oc4L`4' . 4" ..072^ e 12` Oc. 3105-R14 OR aw6 Tu AL W11,'AUT C.1, Alvin ANGLE N PLAN CASE A (PLAN'1 SCASE B PLANT C �'PLA l CASE � SCALE 1/4"=i' SCALE 1/4--i" SCALE 1/4`-1' SCALE 1/4--l- SCUD -SET OR CALL-1N s" pTPi ETCO PANVAIAW 11 I T 'TEMALE . ANO E` --It- 'S , 1 q(� OR 190NORElE I-7DP, RGTM A ' P/NELMAIE ug{ SE[ POURED come "V : 15% ?,, OR A OF �Ei9H0 as 9LIFEIE 9 I WOOD CtS0 [0.0CK J V I P AS ION. i AS APPLICABLE ANEL f0 1 E R IO&SCHEDULE1) WO AIRES FRAItE trE017VLf0 a 1 7 OVERLAP . 2'xs' Noon FRAME a 4 8c CQ1A'A£IE REQUIRED = Vow I hF '�- •.-- W9DD1) r�,uPfn C6NCNETE. •t _ 4. ,:a .:' ) # :A•.. ,z " I %O�CX 2k4' 1Y0O0 FRAME ;•, I-'-•� - `I ' : ; `'' ' ' • i 3lA` Max- w...k1 VARIES ¢ "a' : OR� ..'t."." -ti,:J � NY PARALLEL To 51 M. I wAL tNLVM CUT END PAHW � x « RO DISTANCE �'�""_ 1 ,T 1 1 PI) I I Asa,. «:� �, "l.A'R: 1Ne„IA.7lp1�FFAyaA CASE G !PLAN) pcm ,4.� y'E .ljllar scALE 1J4.«,. MF" ro�.�,A . .-.... •, U'. � V F DIRECT MOUNT IN ONLY .> CAR CT AU.ATtOE1 L VALID E MOU INSTALLATION O & '.,.. !+% Q. .. �,'4GENSe CERTIFIED PANEL INSTALLATION AT WALLS Wj ND. 4di$� 5 SURFACE LEVEE. VARIATIONS W[P-014 3/4- * % * ; # S FLORIDA BUILDING COOS Non Ni h Velocity HUrr)GOne ions CASE E (PLAN)S F (PLAN) �P,F•''•!E`(j}pltpP;'4G' 1Nc 24 GAGE GALVANIZED STEEL STORM PANEL 04,00 ", SCALE 7/4"-#" SCALE 1l4".e:}" ��cSfi{ GLOBAL PROTEG710N PRODUCTS. LLC. a'"a > TILL.r' rr O 1Nc. E "I Iti4IM1"'?�"2.,d -'> i A1. _ _ 3Y�N"MM. Y�AHxwf. rt�a Y awn 1=451REi 2(� 17rJ „ - . PW p,-1!p . ti � CM An --I. PNONL (W)06/-754a, FAC "Joe-e7it .a r Y,Yn«, ,.r .":. .! DAY1N No: pm Shc,t tmiDeE. 1wUFR A wiv p.E, n.pn. rj 441 - AtREI a Cr to .MAXIMUM AIS& DDIGN PRESSURE RATING (R-s-f-) AND GUMMING, MAXIMUM ANCHN SMING S�CHIPULE FOR REGULAR iI�RM PANEL 1tS—TAWQD STRUCRS (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATIVES TW THRU 4W, ON SHEETS B & 7) MAIL ASD. DESIGN PRESSURERATING MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 : APPLICABLE TFi t�, / &ANY CAM THEM +MPXl."aM LENGTH v (ft.) TAPCON LAG SCREW .PANEI.MATE FEW" -MALE ffi PAT4ELMATE PLUS WOOD 8tJ51Mi7G 13" Ir lY 137.. Ir 1w (w) 13' 13' 13` Ir 13- 1 ^ 1r aTt (B OM) 6 1/2- a 1/2, 6 1/2' 6 1/2- S 1/2" 12W (TOP) - - a 1/C 12 1/2' 6 Ile 2w iwrr-) 5-115' a' '. a' B' - (TOP) LESS B' 8' 87! 8' - 3W(BOTTOM) 13' 13" 13' 73' T3" (T tlP ) _4 +45 5 OR LESS - -` �3' i tY 13' t3° IS" w 13 1S 13 " 13 a f 2 , / w (It1P) 13, 13' Ir 13' 6" 1W (Wn0m) 6 1/2- 6 1/2- 6 1/2' 6 I/r 61/r PIN (top) - - 8 Ile 12 1/2' 6 Ile (Bart.") > 7- " 4 1 z' / 4' S 1 2" l 5 i ` { 2 _ LINE} }4,_TO 4. 4 1/2' 1/2' + -J 'r 7' - 3yf T TOM) tD I/2" 13 1/2` 12" 12°. d' W (TOP)... 13' 11" 43' 13 B F/2" 4w (BOITOM) ' SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL MiG74S WtfN SPACER @ IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHUT 6 MAX. A.SbD DESIGN PRESSURE (pat.) MA'OMUM ANCHORS SPACING FOR ED, a AS SHOWN ON SHEERS 6 & 7 APPLICABLE ALMMITM OF THEM : MkV,UM PANEL LENGTH (ft-) TAPCON (AG SCREW PANELMATE FEawL.E ID PANELMATE PLUS WOOD BUSHING Ir 13` 13- Ir 13" tw (TOR) - 13' 73' Ir 13" a" 9w (BOT7t6). 6 t/2' 6 1/2' S 1/2' 6 1/'2' 6 t/2` W 17M _ _ a Ile 12 1/2_ 6 Ile 2W (Bart,') 5'7-' 7• 7 1/2' -a" e _ _.. FpJ LESS 7 1/2" a` 8` B' - 3W OnTYralj - 13" 73- - it 73' it _- w { >+41 -45 TO 475. -75 i3" tJ' t3' 13" S3' 4w D4TT0N1.. 73" 13" 3" Ir IQ' 1W ) 13' 13' 13, 9S 6 t/4- 1W (BOTTOM) 6 112" 1 6 1/2' 5 1/2' 1 6 1/2- 6 I/2" 2W (TOP) - - 6 IJ4` 72 T/2' 5 1/4' 2W (BOTT?') >5-O i ' 7 1 2` 7 1/2' S" - 5 112" 1- a^I a" - 3W (BORON) f3' 12' .. Ir 13': 5 1/2. 4W a- . 13'.. 73' Ir 13'. 1Q'.. 4W ("BJITQ.1Ill • SEE TABLE M1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENIGTHS WHEN SPACER @ IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 - TABLE. JI A A.S.D. DEEM LOAD MAMM PANEL LENGTH 40 PSF OR LESS 6'-O" > 40 PSF TO 50 PSF -6'-2" > 50 PSF TO 60 PSF 5"-iD" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & W/ SfAQCA1tA,Q 1/2' O.C. FOR REGULAR STORE PANEL ff) INSTALLATIONS TANG CONCRETE dt CONCRETE 6LOCK RUCTURES (VAUD ONLY FOR PANEL(iDINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) #AWc. AS.Q.' PRESSUREO RATING (p'.1I) -... MAXIMUM ANCHORS SPACING FOR AEON E,O, PER SCHEDULE BELOW U a WaQMUM LENGTH v - (it) MA), A,S.O, PREESSSSURE PAYING (P.9.T.) -:. ifA7[BAN ANCHORS SPACING FOR k6( ED, PER SCNEDUIX RFaOw 5 AOM a f, w"UM TEND 'L` (1L) `TAPO(TN SIXJD-SET P to P PLDSTE ZAMAC-MUN #c=tN TAPCON SOLID -SET FETE 10 P PLUS LNAiC-N7dLR1 CNlf-iN to m m m m TO TO m m. m To mNMETa w TE ro. + 45 L� 73` 13' }3' it tr 13' 13` 73' i3" 93" 13° 13' 1 (TOP) 5,^e, OR LESS + TO, 465. -55 13" IT 73' fS" 13' 13' 33` 13" t3" 13° 13" 1 1 tit t (>) 5, r ,R OE ""73" 13' Ir 13" Ir 13, 13" :1r 13' Ir it t:r tr 1 (:BOTTOM) 13" 13, 13` 13` Ir 13, 13, 13, 13" 13` it 11 1/2 t (B01T7#+I) . , 13 .. 1] 13-. 13 W 93 13' f3 " "..... 13 7Y }]. . 13 f3 , : 2 CIQP) , 11 i3 ' , T3 i3 fS , 13 f3" f3 , 13" 13 , 13 17 t{2 oP 2 (T ) tr 1' 3 T]' f3' 13' 33` 13' t ' 3 1]' f3' 1r 1 ' 3 2 BDSTO51 ( ) 13, 1:r 13` 13' t` 3 t' 3 1 3' f` S i3` # ]' f3 ' fi ,.. / BOT70 2 ( M) 13` 1r tr _ 13" 13' Is is 13' t3" 13" 13' Ir 3 Misi 73° 73` 13" 93' tr 13' #3" I. i3" 13' t3' 77 3 3 (TOP) - - 12 1J2 12 1/2 6 1/4' 6 Ile 2 IJr 12 i/2 - - 6 I/e 6 I/e 3 (BOTTOM) - 2 1/2'12 9l2 6 1/4" 5 Ile 12'1/2' 2 1/2 - - 6 1/4' (6 le I (eorium) B' 8" 8' r e' r 6` 8' 6' r 8.7 i/2'. < (POE) '.5 51r B' 6' 6" 8 1J2" 9` 7 t/?' S` e 8" S' 4 (TOP) 6, _ 6' y B. - 6"z. J 4 (BOTTOLi}.. 9'_. 9' a.�..,.,. $[ _ ®' -a`- 4 (eOrFOM)" k3" ~ k3' 13' 1 s t3' 11` .s f ' t3 S (TOP)_i3' _ }3" id:" ._. 13' i3' t 3" t 3" t r t "t S 3 i3' t3 1sI {2 O P) (T 13' �-_- it t3` 13' 73" f3' tr I]` 6(80TTTLTL}A). 73` _ t3' 13" IY k3' 13" 73" 73" I3' 13'.. t3'. 1/ 1}2 5 (D07'TOM) t3' f3' IJ' 73' 73` 73' iJ' a (TOP) 13` 13' 13" Ir 43' t3' 7r tr t3" 13" l3" it 1J2 5 iTOP). - - - a 1/4' 6 3/4' 6 1/e 6 Ill' - - - 6 1/4, 6 Ile S ($017," ). - - 6 1/4- 6 1/4` 8 1- 6 1/4' - - - - 6 1/e 6 1/4` B (80TT.••)OR . Ir 5" 13- 10 T/2 IS- r Ir 7' 7 tit 5 1/2 13' 4 1/2' 1 (FOP) # TO 14-4` f 13' e' it 13" it a 1/2, IY a 1/2" 9 1/2' B 1/2° 13' S Ilr it (LOP) , TO g•_6• II 1r 7' it Ir 13- 9 1/2 13• 9 1/2: 10 1/2 7 112 t3° it I (BOTTOM) 13' 7 Ilr 13" is- 'r 10' 4r to" Yi'" E" 13' 6 1/2' 1 (BOTTOM) }3". 3' 13• t0 11. Ir r 13' 7' 7 1/2. 5 1/2 13" 4 1/2' 2 (TOP) 13' 5'. 13" Ir a 9/2' tr 8 1/2' 9 1/2' 6 1/2' 13` 5 1/2' 2 CLOP) - " 13 7" �^ 1 3 f3 ' 13 9 Ili ! 13 ' 4 i 2 .. 1 2 to / 7 @ 2 / t. " ] 8 1 ' /2 2 BOTTOM ) C I-" 3 7 T 2' / : 13" -93" 12r Ir 10" 7Y 30, it, a" lr a P{2.".. 2. (BrTiTOM) 13' 7- 13' Ir : ;._3"`_ 9 1!2 13' 9 1/2 10 1/2 7 1/2 T3' .a 1/2' 3 (LOP) 13" 7 1127 13:- it 13r 1Q` 1Y 10" it- 8" 13- B 1/2' 3 (TIP) 12 1/2 12 Ilr6 Ile B Ile 12 1/2" b Ile 6 t/4- 6 Ile 3 (BOTTOM) 12 112"12 1/2 6 7!+" 6 )J4' 12 id2 12 1/2 - B Ile 6 Ile 3 (BOTTOM) 7' 3' r S T/r 7' J lI2' 8" 4' 4 1/2` 3' 5 ill" 3• 4 (TOP} 7 1/2- 3' 8' Ir 7' 4' 8' 4' 4 1/2' 3 1/2° B 1/2' j' 4 (TOP) a" 6' B" IJr 7 1/2' 4 (BOTTOl1) a' 9' 8' r - 5 112 7 i/r - 4 (WTTOM) 11` 7''O'A2 0 1/ 7 1/2` 13" 5` S (TOP) 13' 8 T/r T3` 13' 1, Ttl` 73` 90' 11' 8" lr 6 112- 5 (TOF) T . 7" t3" 93" . 13" 9 1 "4 # ��_5 T 2-1l2 i Ir 53 r {..". 5 mrsoto 1J" B i/f'_ s3' 13" 33" 10, Ir Ttl' 1I- .8' Ir 5 kJ2' I (BOTTOM)3. t 2.. 1 7 I. 2 """"° 9 1/2 13" - "a 4 t 6 (7.. 13 '." 8 -; 73 . 13. #3 ,"."1 6 /2 s3 6 l2 ' 9 1 2':5 / , 2`. / 73 6 i 2' / 5p {TOP) -_ q - 5 4/4' 6 1/4" 6 I/4' 8 1J4" - - -- - 5 YJ+, 8 114' 6 CBOT(.^). "' B. il4` B iJ4' 6 Y{4' 8 7/4`. _ _ - •- b B SEC SHEET It FOR NxHORS T,'PS A SPACING FOR 0611AULATIONS INTO MOOD FRAME BUADAIGS. e I NNAAA ANCHOR SPAOINDS AND MNY9111 EDGE OITTANVE ARE NG1CA1@0 ON MS SCHEDULE FOR E.O. Lm THAN AN)"TED TN SCHEOULE REDUCE ANCHOR SPAONG By MIA7IPLYNe$ SHOWN ON O SRAC SCHEWAE W THE FOL101" FACTORS- FOR I" OPEWsN1 10 BE POSSR'AE. 1'EOMOEO SPACNO OBTAINEDUPW FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FDR EACH ANCVWR TYPE ON THIS ScNImkm Ile I/e! 1/e. 1/4'. I/e' AID TYPE TAPEOII � WlP•aR -!&'* PAIa m" n n1F .AGE ...,., _ `WWk-N MINIMUM ANCHOR'SPACINO 0P) 2 1 3 3 2 Ilr 2 IA It11TlN1UI4 fO6r BR) 3 3 V9' -3' 1 _11r a MSTANCE=I IOtW 3 3 1/Y 3 ,13' 1 1/2 -i 3 Ilr ACLIw mm woo" (EQ•) FACTOR _ __„_ _ //y,. Sat 0.5D -9.� r as9 - ..>.1.G7 LaIE 6 ...... __ - --- ---- 3 f «_. w�--. I OG.r,., -,- tdq ". SPACINGS MY VALID WHENI SPACER QS 5 US€D. SEE � NT FOR MAX. A.S.D. WrS DESIGN LOADS & tAWX. PANEL LENGTHS WHEN SPACER USED. TABLE_i) A A$D. DESIGN LOAD 11" KIN PANEL 40 PSF OR LESS 6' _8" 7 40 PSF TO 50 PSF G'-2` > 50 PSF TO 60 PSF 5'-10` A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.G. __..__.____.._.ANCHORS (SEE SECTIONS & ALTERNA7NES ON SHEETS 13, 14, 15 a16)---.._—.___ _____ D.M,. 2�j" . r MAX R-IA/13„ R-2A/13, R-3A/14, R-10/13. R-2B/13. R-38/14• 3" WAX. " R-raw/15, R-2AW/15, R-•3AW/18. R-11P1I R-20W/15, R-31W/16. I' Mw. -, 1 _._-.___... —....� —_----.�_.____" _.-_-_----........_-____. �..-'_._'.--- --. ,1__.___._._,- ..._.. f"�DF ®..._ 0Q O CT tS O � Chi �- �-I �_ ice___ 1 ( - '_ I j I1 !! E I ` I fi i f 1l I I i ( I I I 11 I II Lj2 I ? ', i/4"C-20A7''S.S BOLTS W' i ` _ I I v � ' j (USE FOR PANEL LENGTH s �1 ,�^., { Wx. 'e[�' i -. OVPR T-61 P ! 1 T } PANEL LENGTtt a L✓ 1 i 1 a' -4 PANEL REGULAR STORM PANEL a' re ++Q D D.a W,t V ;REG(NtAR STORM AN Lift p. 1 l I OVERLAP MID PANEL 13.lNCi#H i E j l I uFE vc'ETY S10RM FAFlg r a a +50.4 s4.Q P 4r, I I ' : r" 1 '. II t _ 4 I - (W/O OVERLAP MID PANEL LENGTH BOLT) . ._ ,_, ,_ ._. _ _ _ _. __ 1 I. _ .- .- -_.- v ,. a A ae2'B" .P f 'i LBN ANON lEL4OiH 1 4" - r _ a zO _ . : L AGS _ w�A. i J - Al ALL I i w 1 1 s s. BDiTs I I ! 1 Ar vERL� � EA. G 1 � i I u i ___- __.. ____ �?' - ____ � L_____1______'__' f--------- � 61 � I jjfl�'-' - -� i. rI '�._ ' _I 4 1 I - -__4' I I, 1 tf -_�! '____"��II,r I __�f_�.r' ...._ . __. ___. _ _ . ., . �u .s _.. .- _. _..... -.._. .T __._..... _. . -,I4IIII;rI I. 1. ._ _____i, __. - i -_-,;%.iz �[ -�_Iiq:�i�iI -I---;I 1___-f _t _ ...6__ '_,>t/T NOTCHES AY_5'TLi _L_.�._.-. ._. _ ._- __ __ ___ _`.� g-" ---TII,I -g-.'__I.II.I 4II1_—,I �7i, I�I� ' I I _ T 4O 1iON a LIFE SAFLm `"-?_. yI� { - '1 - PANEL SOTTOM CORNERS 1 ` I - g D.M.,O,--_.-____-- _._L_.. .__.___.___._ -��- O"`El P- Or i� ,; WtN0 NUT AT' WING NUT' AT y1�+n t r3` MA%. LEFT PANEL RIGHT PANEL 3" A,AAA :'I` INSTALLATIONS ONLY VALID FOR WIND MIN. R-)A/13, R 0/13, R•-3A/14" R 18/'13. R-21/f3. R-38/14. 1' M{w� SPEED UP TO 170 m.p.h. R-TAW/i'S, R-2AW/15. R-3AW/16. .. 1-1.1 - R M/15, 1136W/16. ,^_- ___.._-..._.._ ^-___.___--ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 a16)_._..._-.---____._-.__...____.. i/$ MAX. OAP LIEF SAFETY STORM PANEL 1 ELEVATION (t) Yf� A SALE 1/4`-3' °*,:` REGULAR 2.687' ;,-(IDREf"DlAti 4 • STORM PANEL (Mt4 O4EHAP -Out VALIL7) STORM PANEL I ' NLW-�.rk�} / rr T 4' MAX. aAmLAFN!• � �4` 9 I UFE SAF PANEL y^r+ * .}F x FLORtOA BUILDING G(1DE Non nh-Velocify Hurticana Zona ys(�;•CGRIDI" .:,r�4L�x 11L7� Ge 24 CAGE OALYANRED STEEL STORM PANEL I DRAWN St. .,... C7 - Sl N EN ILL. '.ECG EMc. GLOBAL PROTECTION PRODUCTS, LLC. 41 a - SECTION A -A YI Aa. Y„ rlai O M,PWt.,Ypq�q 31 R FL l3s3F SCALE ir4"-Y" FR,,,. IY+f N'y_'%.o (m49'-'_ `.(954)VIS-76N, FNtr: MM)OO!-tw 20-175 M.— :®,YY - ORMAN9 W; P.E. SE/tfStGdl.TtWIEfQL1E W-90AIT YW.TER A WAITSn, RE 4tP tT-M3 ffi6YT t2 a is Lic 44 MAXIMUM A.S.C. DESIGN FIRMURE RATiNQ (a.jtofj AND CORRESPONDING MAXIMUM ANCHOR 5UCING SCHEDULE FOR REGULAR NORM PANED INSTAL► DONS INTO. CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MALL AAA PRESSURE RATNG (P.l.7a MAXIMUM ANCHORS SPACING FOR A9t# E0. PER BGfM$_E BELOW �' f a ANf MAxkAa1M ifNGiN i' Nl.) MAX. A.S.13 DESIGNTO PRESSURE RATING (P.6•i-) MAXIMUM ANCHORS SPACING MR MIN U. PER SCHEDULE BELOW ' APPLICABLE SKT04 & �, MAJODESIGNRUM LENCit4 �. (n) TAFIGON SWD-SET PAF4EtiViTF FEMALE i0 PANE#AIAA7E PlC1S 3Ak/C-NNLIN MK-w TAPCON SOUD-SET TE FEMALE ID PANEWATE PL115 7Ai44G-NMY7 CNX-97 m m m m tO TO I, ro m m mx INCIE m mDo caor THINwtl >+65. -65 TO +75. -75 !3` 11" it #3' 13' t3` 13" 13" _ tr 12' F3` 10" 1 DP) 5'-a' OR L£55 +75-75 +Ite-}time 13' S' IS' f0 ij2" f3" 8 t/2` 13" b }/2 7 1/2' S lJ2' Y3" 4 1 ' /1 1 )- 5°-a" OR 1iS$ 13 11 13 _ 1] 13 t3 73 :. 132 13, s 13 IQ, 1 0I20M. QB ) 13 6 2 J t3 T r 9 3 9 i3 9 1 O / 2 13 $' ( ) T3" 11' }3' - 1' ] t3" 1 ] � 1S` tY - i5` 2 3 2 (t'OP) r 'f0 7 r 13` I e 2 6 f 2'7 t 2 S 1" %? i3` 49 '2 ! 2. M. fir - 11' i3 • 4 TS' f3` 13` 13` fr } 3` 12' 1r 7Q' 2 BISTTQf+ ( ) i " 3 7' 13" 1 ' 3 -- 9 t 2' J 1- r 9 i.2"10i J J 7t Jr 1]' 67. T 2' l 2 (earNlF) 11" 11" i]" 13` 13' 13" 13- 1r IS' it' Ir to, S Ir 7" IS, Ir 13' 9 1/2" 13` 9 Ilr 10 1/2 7 1/2' IT b" 3 (mp) 12 1/2.12 1/2 5 Ile 5 Ile 12 1/r 12 1/2 6 Ilr 5 Ile 3 (BOTTOM) - - 2 1/2.12 1/g 6 Ile 6 Ile 2. 1/2 6 Ile - - 6 1/e 6 I/'v 3 (BOTTOM) 5' 5" r 8' 6' B' 5" a l j2' 7" 5" E' 4 i{2' 4 (TOP) 7' ],. L" _.: S i J2` _ _ _ . 7' J 1/2" .r B' 4' f i J2 ,.-....__,_ _ 3' L t/2' _ ..7" 2 T f2' 4 (TOPy a` , - e` ei - a- 9" 1._-� 5" - - (BOTYWA) _ -. - .. d J2 _ - s - r - s ' . J2 - - rraw LBO ) , 1 3 1 } 1 3 T 3 k 3 1. 3 13 s3 IJ 2 _ 13 1 R 5 {TOOT'. 6. 2. / t3 13 i 3 9 1 J B 10 ! 3 5' (+a7 73 { it 13 - 73 73 1 3 1 3 1 r 13 12 3 1 tiatTOAN ( ) 7' f §] 9 7 2 11 9 1 8 10 2 d 7 1 1] B 3 0f70M Ir 11° tY tr 73` 13' 13' ,�13° 13' 12" 13' to' 6 (TOP) k""li' 51 13" to 1/1' 13' 6 Ile Sr 6 1/2' 7 1/2`1S 7/2" 13" 4 Ill" 6 OOP) - - 6 ;l4'..0 Ile 8 Ile 6 Ile - - - - 6 Il4" a 1/4' 6 (BOTT!"). - 6 1/4' a Ili' 6 1/4' It 1/'. 6 1/4` 5 Ile - - 5 1/4' 5 Ile 8 (B=,-) tr _ 7 1/2- 13' IS- 13" 1C' t3' id' 11` e- rr 5 1/2' r (TOP) ._ TO B-Q" 5' it to t 2 J 13' 6 f t}` a 9 r / 7 t/2` 5 i /2" 13' 4 1 j2` ,(TOP) s5..5. TO 'r-5 13- 7 1/2- 13- - Ir 13" to t/2 lr 10 1/2 it k/2" 1` yr T" 1 (BOTTOM) 6 t/2' 13' 13, it 9' l3' 91 tor 7 1/2` 43' r 1 Lam ) i_'_ t/r 1r T3" }]' IO" 13" to' it" . 8' T3' '.8 1/2" 2 (W). 5' 13' IQ 1/2 13, 6 1/2` 13" 6 t/2- 7 1/2" 5 1J2' 73" 4 Ile I (POP) _ " 13 - 7 1/2 a..: 13 ,3 , 13 ,. 10 I/2 13 . 10 9/ :. " .# 1/2 ,. s le 7 2 MOTI0M) IS 7 t3 13 I 9 2` 1/ 1,3 9 i 2' / 1D I. -/ . 7 J2 IS 6 2" J 2 (BOTTOM) ( TTOM) 13' 7 1/2' i3` : 13' 13" t0 t{2". 13" tb t/2. ft IJr 5" 13' 7- 3 iTOP) IS' 7' tr IS" 13' 9 1/2' IY 9 1/2' 10 1/2 7 1/2' IY 6` 3 rmp) -LI_ 12 1J2 12 1/2' 6 Ile 6 Ile 2 1/2' 6 Ile - - 5 TJ4" 8 1/4` 3 (60YTD1A). - -- 2 1/2't2 11r 6 Ile 6 Ile 2 1/2',6 1/4' - - 6 Ile O 1/4' 3 (BOTTOM) 7 1/2' B' W 7 112' 4' a" 4 1/2' S" 3 Ile 7" Y 4 (Top) 7' r 8" 5 1/2' r 3 1/2` 8 e 4 11r• 3' 6 Ili 2 1/2' 4 (TOP) r8" -a'--9,- 6' -8' - 4 B3OTt6H) 6" - 6 1/2' - 6'- a" - 5 1J2 - -7" - 4 (BOTTOM) 13' 33' .:: f3' 13` TO tj2 13' 71 iJ2. 1 7/2 a' t.Y 7' 5 (TOP) 13, 6 1/r 13` '3` T3' 9" 13". F' 1a' 7 .12, 13" it. (TOP)I'"" 1]' I, Is, 15 1 ': 13" Ttl 1J2:i:9 9l2'. 5' 13" 7" 6 (BbT}O#M) 13° 7' 13' 1]" t3' 9 1/2' t3' 9 t/2. 1O §J2"17 k/Z" 13" 5'' 5 (aOTIOMp1 13 " ° 1] N it }J ' f0 f 2 / - 13 9 1 0 2 / i } 2 . ✓ a`6 7° 6 CLOP)-. i 3 Sp : i ' 3 s " 3 5 / 2. T!• (p ) Il4' 6 1f4` 8 TIT' _ 6 I/A' 6 i/4' a (F�rC.") - 6 1/4' a Ile 6 1. 4' 6 IJr - - 5 iJ4' A 1/4' 6 (BOTT.N) SEE'SHM II. FOR MOM" TYPE ! SPACING FUR 061ALOPIONS INTO WOOS 1t*& 010,011M ! WIMMU11 ANCHOR SPACINGS NO M MUM EDGE OTSMAIM Ar# MCAMM M INS sIONOD01i. FOR EO LESS THAN INDICAMD ON SOWOV E REDUCE ANGST SPKAIC BY MUCTIPWIM0 SPAO140 SHOWN ON. SCHEDULE Be THE FoLlowma FACIDRS. TOR THIS cPERA116ft TO BE Passes" REDUCED SPACMPG OffINNFD V.SVIC FACTOR SHAD NOT BE = If" ~A1 SPACNO INDICATED MR EACH ANCHOR 1YFE ON TH6 SOHEpAE d i1 L.Y 1/-- ANCHOR T1> A1/LV4"A b1n14'Ae M-N 6ahi hibm M ANOYifM SPACING {61.) 3 3 S 3 2 ilx' 2 112: movANMm (N.y 6 1 ".r 3' 3 3 1/2' 3 WANCEI".) {rat 3 3 t/Y` 3 vir. LS i/z 3 413' ACRIAL-OK DIRMICE - FACTOR - S_1T Dx -... - -.. ow _. - - .._.-_ _. _ ---..--._ a:3o _. _. ..___ --_- ____._A_'J_ ..._ _ _:._.. !a, w .... _ 0.9O 0.>k ,_tp_ 111A' _ Taff YA! - 1,DD rAbl +" SP,4C#NGS (THEY VALID W WHEN SPALER }S USED. SEE T�BLf i F(yR MAX. AS.D, DESIGN LLVe45 & MAX. PANEL LENGTHS Wt�td SPACER W IS USED. TABLE &I A A.S.D. DESIGN LOAD MAXIMIUIK PANEL LENGTH 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF 6'-2" 60 PS > 50 PSF TO F 5°-10" A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATONS W/ SOLID SET ANCHORS & W/ 9A SPACER AT 12 1/2" O,C. FLORIDA BUILDING CODE ?Non Mich V6loctty Hvrrlcone INSTAL(.ATIO Ih OMILS FOR LIFE SAFETY PANEL(!) INTO POURED CON ET-E OR QQNC,REJE BLOCK $TRUCTURES , __ STING POURED Ile# TAPCON,•-t,,,,,, __ POURED 1/4-0 I O.0 NCRETE OR ANCHOR a B" O.E. C OR ANCHOR ! A i 1, .- I-;�� • - + LI A - SIX SWEETS I5 a Ta FOR ANCH053 ANCHOR Tt'FE i/'!!t._. TYPE a SPACING FOR INSTALLATIONS @MO 'A"CoN OFRAAS BUILDINGS, OD WOW MNwMUM ANCHOR SPA01NO5 AND MINmw 1wMUM FNCNf1R MAtGwtt 0.) 3. WNNe,lAWHN OMonN. MJ 3 EDGE DWMICE ARE INDICATED ON Ni SCHEDULE FOR LQ. LESS THAN It9Y'ATEB ON SCHEDULE REDUCE ANCHOR SPAAtia BQ1ANEritAt sty SLAM, un) }. orMLAP"'No SPACING SNa1N ON 6CNEDW By TFOL oewo n1CTOPS mm BADE go PA"HE , � . " _ FOR TwS tWEFUTION m BE POSSMILL REDUCED SPACIM9 OBUNED USING FAC70R SMALL NOT be U56 TWIN a 1 _�` '- 6.a1 ..._..-_--_ ...,-.,..-._ r __.._.._.__.. _....,_.-_.._._. _ ut ._-....,-._.... MN,IAUM SPAIM; INDICATED FOR EACH ANCHOR TWE 04 TNi9 SCHEDULE ] f H r. s f. I 5 I ii 1 T 114Y-21 M S I aI T s. eo.TsA w , MASS _5 l # � II I i li ' _ A-" 1 "L' MAX e N I I PANEL LENGTH ) ..,. .-.-._.,/, .a.....X.._ (SEE ET 112) t' MTn i ' ON SHEET 12) IT^-F+EPARATION F 1! TO GLASS It I z t �_�, t �. E.D.e } I ff 1 ' I ! IQ PDMED ETE OR ETE BLOCK LED. 1 4" MAIL ' PANE L EC EVAT0 i (SEE ELEJATION I ON SHEET 12) - EG IF -.__ - _.___- (_ - ttt . 4' EQ L, `- E t!x Ms. / vr.f __1x t ...�...__... L �� i1� 4" EG I ---SS ran Ms. w , 'rt. 0 12 I//TOA. 1 a 12t O.C. 0 12 TANCHvelYA0 1._..INCH! R 0 9* ANCHOR a 9' O.C. 9' ANCHOR a 9" O.C. E 9snf4a POURED CONCRETE OR EXi5 Itt4O ION= CONCRETE OR `�HCRETE -- oNCRETE BLOCK NEMJ WPD. 8L17Lti( REQUIRED. WALL OUNTINGS iHFNN...... SCALE 318-1" CODE Ell Ell c— C/) q) m 0� CU -1.-' U � Q C O O = Cu U -0 0-.a � L- N -0 0 U -0 -0 c O 0- 3:: C6 0 O -+.- Ci3 0 FAQ O Co ' ^ Cn 'a) E O a) - D_ /(n Ca = — M '' ^^ v J o Q 00 C ` - \` u, Lo W C 6— 6.i ILL. X CL. a C-A EO 6.i do 0. ® ....; = I61- N f0 CP A- in tv a -a r LV au '13,1 =' E "� c •. v .NIL O "r,+ W_ U ,- m f. 3" a m 0, a 3 a C o Ot V3 ''==m go C6 A A a: " dCs INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1) INSTALLATION DETAILS FOB LIFE AETY PANEL I ION DEIAM FOR WEE SAFETY PAJNEL_ INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES -- _ T i EX}5fI r 1'Iii ! `A - - - -- 1/#`! TAPCON ,_,_ NG POURED i/4 # TAPCON �._ r„FXl5nNG POURED I I -i y_` - ., ANCHOR a B _ CONCRETE OR ANCHOR a 9° O,C CONCRETE OR `•... 1 _ p. yEWBR l -: ,WOOD F}F1UER wOD WOOD CONCRETE BiOCIT ✓.+� CONCRETE BLOIp( �• ,. '":•':" `__.. 11 _REG(f9RE0 "",", { . i ...' ".R'C LSIZE�R 4 _-:"^- �`""-'" HEM 11. '`' i OQO HEADER _ ePOOD HEADER ICn REwBREO. ':: REQUIRED. °; ,..Y"" ^I,.,F 14 ..•�'` '"° -t.� ,,,r"''" ,.,: .. # "" EOUIREv JY `._ :11 RED �J +, y :;i4'A TAPCCH I 1 4'! IAPCON ,,,+ 91 f, 4"! TAPCQN I( } 4"! TAPCC/N I 1.�I fr11 r _� sf - __, 4) 1 / - I If I A ..' "C 9' D.C, ,I a 9` O.C. 1 OR O ; O.C. 1 I V/ I '�f 1_� t) �� ICI' I V 1 I I ti HOR a 9* D.O. t% I I 1' Iles ThPCOH ,; 1 1JJ4'! TlWCC7N / } , I LIOR a 9' O.O. 1-AiCkpR a B' O.G. #/2' 1/4' f, y !z ` 1 i 11 __ij1 1 RI _ _ `(;,1 is; ( � ! " , 1 I ,i l�J �J t � I f � -._._. _.--- _._ ___ , ;- -7 I t I `� i - _ r :1 - �5,1 = T-1 ter' L ` ` I IV -,e 1l2" ' J4" yt66;)/2" 1 4' " i 4' x' i 'i 1J2" t 4' X � 9 Y - ' LD,(D = , r r. +, MAfi....._.`-_. _.__._. h ram" #/4" '§ /2' I1/4' % ,rrl ,. ! "*I,` i ' i - ,I I >' I t`� . v 1 f , f... I 1 7 ARn, { % , Mt2 . M - 1 '• � Mfn.�a i ' AFVA \ I, 1 2 # 71"��' 1 I y ;.'�,1,--;�/-` I .5'1 I _ + f . + i I - {i 1 - !I ! i Min. ! Mtn. , ",� I �/ 11 I B I* No, i (_`1. _.: I ; , -i .- N _ - 1 I - I N e R 1 IF-SEPARAIfO&- I 1- , I ' ii �, 9 I Y 4'r-m±' 5 TO GLASS, fI,_ ,/es m'• I i._9 1 -1 7 1 - I. � : I _{ 7 } "- !j L..' i .I ' �� I ' 1 t7t 9-!I rT - i is i .- 3s eoL'�, w A �V � 4 " � 1 L/ �i t/41„Fs,• R 1 ... i, GIA55 I; „- .. ,; _L. _-, A atiMrt::: __,yds .+',I;._.:.. Ar tx I I I ._ (( IN'r,A"t" ' .: {y I ;'�" F 9Ar AWPALE 9 i ! N } 1 4v-acH1' 'i H _:_,_ . ....:.J � 1t dI I T av-M"a I. x,.,-�._.�., .-„It ';m w � !1 � ....�% It I 1µ'1,-a4,• i \\ 9 1 tiMift o t-df E'iOS11N,N I ` N.j1 r";�`" ...:'S8 COSTA W EL�tN,) ,r,T.. $'l_I3_SW t p EXt5T0" 1 a Y-ffiNY _. s:s BOitS M n O.p ..T ,.....1 B.. y Ar o4 EX HG4 II I GLASS ¢ -._: ,, .. 1...._ p FXYSrfN�tll # GVrsS O g .rT eOUS Y ' "._ .__ ' ` :,. A EY. O w / 9a6 _. y c Apt p i t 1' Max. �. i... l" MAx. q tiA =4 tATA f-9i 6 t ..� ..1 .. a I 1aeNoAa Y-67 H t -3._ .._ 1NO, u _ --;;f __ .- -f- _ wratma _ S^ilf BIAS1 -... ._.. _ f �/,�) PANEL (.ENa+ht I._. _ .T ._ 6' PANEL LENGTH R ! _____ '_ E ... 4 PANEL LENGTH 11 - MAX, 11 1 ... .--.-. -- - t I PAFN£L dkm !I I iFTARI, MR Y-fi 11 +. I ... _I ,L" y CL If_._.. ArR,. __'__I --- -(py,A7 B I (SEE F1EYA74 {I , (SEE EIEYATIOM 11 ___I-=....___ ..._._-T "!_' YAX. By __._ `/ i 9 ION N i i ON SHEET 12) 9 _- t A9',H B _.,_.,.I _ _ (GEC EI.NA 12) _--- _.._..ter -:.�... � (� ! i1t0N y�� .�_._�• B i 5 I ... PANEL LENGTH 0 56•-STO ClAsr. a-. _.�. _ -. _j .__._..._._._i I I'I`'-.-^ =- --c -.-c.. i(SE'E� � -A 9n SHEET tz) }I D i I ON SHEET tzl u., __....:i. ...� (SEEEE7"iVATK1N. ts---_-_.__ _ } 6• (SEE ELEVATION i..fi 9 I 9`""' _._.. d--'°-- B >. t !ON SET 12j .�k _ .:sn _-„,,�[' tI _ 1' Wn.. r.. DN SHEET 13) e � ,I-..,- I u i. ON sHEEi 12} .. .. f Ii1 t Mat. - 1 ! R k` in. - f -'_'. 0--�SEPARATIZIN k '-p$qg-» 1 . _..Y ;. .....:+' H I _ 1 __I `.. �jfi /r'' I L%2 ,l r',. I --( �� } I j f� nON . t i t ������..� M ! `:+. R TO CLASS. -}... }-- . r i 6 1, Amn. H ) T e' Mtsi. I ..-...�:::. --_-yr - -_ 1 1 n------ ON SHEET 12) 1 /:r - I � <- �+' 1 I izMuz t Lh PN4tn4 i : 9 ( I d-5EpARAmH-- t ; l�--SEPARATIOti-. tl t' Mtn. I ;/1 : "p= i ,,F�# i r {T-1 A t �r. I ! 70 STALES. f 4 fi.. �I I 6 7D O(ASS. I 6• q TO GIFS$- i � i #i.'--SEPARA7IQN 1 - `+:.: PODF,� ..". t : L_.1 ._ `H.9 f `�' I L/2 1 +..,. _ _ . pi. 9E GV55. (D ©IS71NO r''OUH.E�D! E'D! fir'-''• T ptT5TRiG f 4 fi I _ . GONGRE'TE OR i ... ._. CONCRETE OR t! s'".. ! -- f , : �,F- i ! I! i/l ` ; I, l :.. � 1 e 11 ,/4' :' L' ... t 1 a i _ ' € ,r 1 i ll2 F { tTq CONCRETE BLOCK 5'I' F. . -f *tr CONCRETE liIOCS + r•..,�,-� .Y" } EO - r !I r RI, E0. �'�. I' = 9 'I E0� "-(' -- # ..- - a,3F 8 A R is oco R6WNRETI; ci�. i,. r !. Lai,'ONFi :i ' ! !.- -__.. i t , _..�-..: .,.# 'gyp M # f •# oc T - s t7 ac E13UNREQ ll I 119'11 f 1...�._t i i - I +D' "' .` , '*`•.. 1 Eo, a 1 9. _,"rI �.. ., } '3ls Ms EO. dl: _. _.__tT._J - . I _ - Y r�. I ----._._._ - .r. _—.1____.1 f1 '. r , i , I - J 4 .__ ......L._._.._,_.t' E4 � - li _ I _.. _. �Y - '-: II ,�t`t 11 " , �il• rjll 2'.4"WOOD. ) 1 �1� i s" o'c .-, II 2• •.. 4• �` ( - .,,� J '` 1. L I' PLATE ' i a - 9W.T5 W� z1 i- "" SECTLON ii- $ I' i ''i t�au1RE0 d ,t• a to 1 ox 2'r4- WO0A 2 x4° t 4'! TA14CQfl t 1 4'a TAPCON t 4 0 TAPCON 2'A4' 0- l4'! PANELA9ITE %15_ t/4'! PANEAtATE R 5 I ,. / MOQQ PLATE I, PLATE ' iFE SAFETY PANEL :, i A4cNDR a n" Q.c. ? I+ ANCHOR a 9` G.C. ; 1�'1 1 ; T ANCHOR a 9' O,C- PLATE S ;i 11 9 ., t , ANCHOR 0 12 1/? p.C. ANCLBSR (BE1TlN0) I. _.. : 1., 1I .>., ; .11 U q T! 4`a SAPLY3V1 REQUIRED T `i, : I ` ti' ,.. 1/4'! PNlE[.tEAIE PLUS RE+XNIRED 114 a: PANE1lIATE fl:US ����ta1�.c+ I : ` STA%mRvo W/ STUD 't i , i ,'S. i t STAf1GERED W/ STUD 1 1 ,.i. G IIffO _ , H , •4 it :'- 1 AMCt#R # ft O.C. .F ANCHOR 0 12 1.2' D.C. - ..ANCHOR 4 12 1/2° O.L. 111Ia N5i 1;�VIODQ I l._i _.Ltvmon i �! IN /III I U SEE wiffm 15 M to FIN ANCHORS TYPE k `SPAONG FOR { .�' � - 1 SCALE 3/e-I .- ' :._. .. REQDIRaO '`�:.a• REOUt}tED _, -TI,_ _ -.._. ,�, f f ,y 1 I s y 9N5BaL:r1A7Hs SNro SODo F 8U40lLcs. _ '...�, MNNLWI ANCHOR SPAT S AND MNN,At CODE DTAICIEIL- I -_ ,:--- - AE uarnzED ON ms_SCEone. Ee ea THAT - ALTERNATLVE� iw 09MATED ON SCHEDULE RC7110. ANCHOR SPAOW BY " m MULTIPLYING SPAOxNG 53 " ON SCHEDULE BY THE FOLLOWING F97MS. MR THIS OPERAM1w TO BE PO$SiitL �� ALTERN p I ft R 1H �LtAE ".. •. • C I�. CsF`ETY PIN00 RETRNGen SPACING O@TAG@ USING FACmH SOW. N06 4E /y ��r 'tTi ,.dl]CI 4%,�• tASAl. A:GSi3[ it...iSi L!a LESS I THtommuMEMIwnd; WINCATW FOR EACH ANCHOR Lwpd 11.41H..AVr X-'a°!.P - thi `ET'il PAi'i '`# �` PAN 3 ��1 (Ay+A E 1: P i" t 7titHNr IS AaL E� A 11 Zl ""'a W" MOUNTINGS }MINM#.N WALL MOUNTINGS ,�'cp A Ttl(//. a, AMCIId1 TIME __I/r. 1/4'. . . %�Ay, SC,ILE 3/a«1` w A TI �A4r SCALE 3/So1" SCALE 3J8-1" CEN � W ,ArNIGq I-GAOwns $* �}CEN�'%5? s (�Q, CL//.dy �`4?'`v bF' reRRAA.. Ai+a+� rlPln tt43 3 3 i ? FL4TtiDA BOLDING CODE Non M h Valoc) Nurri6One ion! 3P�. EN '•.. 1,i FLORIDA BUILDING CODE Non H)Oh Veto Hurt'itQna Zone) un�c. s' ND 44187 = FLORIDA BUILDING CODE {Non Mph Velocity Hurricane Iona} Cmtl.Y 9AJ 3 a " Z 92O PLID O, PC T.P. • - ' '.-. m6m 1tWm W. ". SSYuaW. S *:. * -= M=m N:. N. ebYn,RTF.lN = * i * . * 24 GAGE GALVANIZED STEEL ST(t�4 PANEL - 24 GAGE GALVANI2ED STEEL. STORM PANEL .- 24 GAGE GALVANIZED STEEL STORM PANEL txA..L, two a+J a a ,n x u. f#ANW�1 im 1, INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN = • QA B7 '. * TNMRW Ern (FairlL mz tI®IICE.. FArFox =-rtE STATE P -,. CFI} -,k, ; * B _.. «..A 1. INSTALLATION ARE ONLY VALID FOR MAX..A:S.U. i STATE DF :4 o�v,Y, a"' z z •A ., _ - OTt27/31D20 PRESSURE RATINGS (P.s:f AND PANEL LENGTHS AS a DESIGN PRESSURE RATINGSau9 , GT -• F ._ ---� " ��w� p �! GLOBAL PROTECTION PRODUCTS. LLC. BAe P ELLUATiDN ON sH GLOBAL PROTECTION PRODUCTS, lit'+ - ,r' . OR I'll�Eito ________,._-.--- 4. a ,ldR1O EEL LCr V INC. -� ER 12 s '.. .STATE (7.. t �_.._..- I'+���'•"�II��A /! yI� LENGTHS A5 P£R ELEVA YON ON SHEEP 12. ., {p,. _.._.__ _..- EEg �-' 711v 7 4 7► V l MC, ffFlRF E-3 , •'.,'•• ,•t7 - DENSITY "' r°'. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Fv94r,-,moms.: (95pb-r:,.6. rAL: (95+ -1m a, r - - PE SEALfS'C+MTL@lE/OYTE CA-OW57,! .nt Iw aYNa.. ,vw "p.« srk"A, Ise q-OWTII! fA-pA371g �y4t HALTER A. TALK N4,`. P£ , tW ""-4t , oAUYI,O 1w: 5/ 1 TUtE/QAt€ WALITA w.s..� .[ ,a r IIY9"I,. 4H, Aw. « rea,� .w. u9A+,Ic Tb. DENSITY D.55 OR EQUAL PL. 9FAL/swaYTaA�tOATE wtWER a �. GMaT I4 Or le NAM y A. SNF%T t9 Or to 1 7 �� r �I. � xw s« a,4rY• - fNF[7 tE naP i5 .I W SHEET NO.. SH 1.4, EZ 1 /18, EZIW/18 3' MwP Mnj :'(SEE NO7E 2) 1 tiffit' S.M ANCHORS SECTION EZI R ALTERNATIVE EZ1W ON SHEET i- Men._: lJ(NOTE 2) it ca�ilLaOEM r�slr.r �giliir�r�ew�r IL . i1 L! PAN-1i-T_. F -L, ' { tiNO AANel) I (INTERIOR PANEL) (:NT€MOR PANEL (HfiER10R PANEL) (IND PANEt) i SEE NOTES 2, 3, 4 1 t - 1 .. Tl t SE` NOTES 2, 3, j E C t lAA1L. ( ' I PANEL LENGTH ! 1 801.TED PANELS W/ 'EA ♦ I AS BSiLTS WSECTIONS O fA WE%FY(SEE APPUCARUEJ I .JMo J_L�..1J_LLJJ111JJ_L'L.,1J1LL_11,.r:'CL1J1L1JJ_L1JJ1i{.1JJ_LiJJ SEE NOM + 3- Mine 3" MaY. tn. _SEE 1• min . 't mSfALLAT7ONS ONLY VAUD FOR WIND FRTTE 3 ''.!ef NOTE 3 SPEED UP it1 170 mp,n, (SEE SEDYaN E2h ALTERNATIVE1ZSW ON SHEET lg)'_.__10,.-__._-. EZ1/18, EZI W/18 aPJQAL ELEVATION E Y (t) V, SECTION A --A wort iu�H 7l�etaMx SCALE' 3/32'-1" -_ ENGINEERING ENGIEEfi1N0 EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 1789,1- R2 EX Project Number, 20-31543 Product Manufacturer,, All American Shutters and Glass Manufacturer Address. 1540 Donna Road West Palm Beach, FL 33409 ProductName & Oesorl- on: 24 Galvanized Ste t Panels G z Steel Storm an 15 Large Missile Impact Resistant Scope of Evaluation: This Product EvaluatioReport is being issued in accordance rtance with the requirements; Florid a Department of Business and PrOletwonal Regulation (Florida BLAWHRg Commission) Rut,: Chapter 61 G20.3.005, F.A.C., for statewide acceptance per Method t(d), The product noted above has been tested and/or evaluatedas summarized herein to show compliance with the Florida Building Code Seventh Edition 2020 and is, for purpose Intended, at ash la h it he ( ) the P rpo to le equivalent to that required W t Coda. Ra-evaluatioh of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: e PRODUCT EVALUATION DOCUMENTS EX drawing #3031543 fitted "24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)`, shema 1-5, prepafed by Engineering Express, signed & sealed by Frank Bennatdo, PE, is: an integral part ofthis Evaluatan Report • TESTREPOR3 Uniform static structural performance has been tested in accordance with TAS 202 teat standards pat test repart(s) #BT"ASG-17.001 by Blackwater Testing, Inc, Large missile impact resistance and cycle 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 ENGINEERNG CALGULATiONS Structural engineeringrake een rod c - e ciu cations have b preps whi h evaluate product based on comparative and/or rationst armlysis to,gnalty the following design cidans: 1.. Maximum Allowable Spans 2, Minimum Allowable Sperm 3. Minimum Glass Separation 4, Anchor Spacing 160 SW 121-- AVENUE Su1TE tD6, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEArR@FmGIN£ ERINGEXPRESS.COM ENGINEERING'EXPRESS,COM a/ aunt u LAST PANEL iO BE INSrALLED AT EACH OPENING SHALL ALWAYS 8E PROVIDED WREAR HANDLE TO FAOUTATE INSTALLATION IF INTENDED TO BE INS14"D FROM INSIDE OF STRUCTURE.. A? 2 PEAj - PNJE1 I NorEs f'fYF ) ONWENGINEERING 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 installationsoutside of wind zone 4 and essential faalfties, Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously Bated test report(?). and is accounted for In the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evatuation Document (i a, anginoedng drawing). Installation This product shall be Installed In strict compliance With $ts respective Product Evaluation Document (i,a engineering drawing),. along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use. Use of this product shall be In strct accordance with the respective Product Evaluation Document Le. t Pre Pe ( engineering drawing)as noted herein, All supporting host structures shall be designed to racist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure condlions which are not accounted for In this products respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer, Ai en are n i staled shag be t against Corrosion, n I compon lo which permanently n protected ga rrst c No ion, a d Other such damage at all times. This product has been designed for Use whfiln and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, 31' NV N9 "r 4 t- {Mi Frank Beturtudo, PE ENGINEERING EXPRESSN 4PE0046549I Cert. Audi. 9883 160 SW 1211 AVENUE SUITf 106., DEEAFlIELO BEACH, F101110A.33442 (954) 354-06601 (866) 396-9999 TEAM OENGIMEERINGEXPRESS. CON ENGINEfRIN:GEXPRess.corl YRPIt JR N`{Jan�CMt,Ts Win= I n M":I ILL +J n7 ^ '4-Fii1 O _ EHB� z,as vws m* °A 4A di ' gcl-ro =: x �L 11 W xn" t - Y _ TT , ➢i r S ' ?'O W F n s u .rtr. 9�Im. I aag 9 cf 1 - K ES • _ w rtrymr � W a n:, 0 'r � si< - 1 - 3.' .our, 'r !h u IT a 1 F Z ;rl 1:LC Is - 0 1• UykU, :n-r 'NUx Y_N E' 'Il N-dIY-Nti J '!c _ -➢iP ACT=Ilt1PT_aU1LDDUT - .'J, L' _ CJ HburmrA, IszTAUstonl¢ _ IH.,n (I,rF<, t rvrP U aNN r � F t F- '-ILL 'a m 1tLa m, N of i i Z, 1� L r .0 Ti FrF i'�s+: 1-�'"TF: .'.} .•Y/^y:GCil'INtifRgQR MOfANr SCCEIDN IL! N Li 7 CG l6' ll1 } 1. O '.� r J-.UMt1 let IRII f III I n r y" , �'Yl L_T, 6J"11 J Z �. Ya I,a.x...r i:l,:�r- Ir ;r !•I - _ > , Lcitur_ _Lui_ : t lt,- C Il IVJ.l.. tJca 's p WALL DUNr 3_CTION - --W N -. HFfY F•a -1^ Hr n a{ V ;L,-Jl t. a.t�1G.41' uPliia +G >V'I A_ �w 4YE L-I $I Ap x a.. � mwrcnnM IvuvARv LMAv MS 1rnP W T m: Ir I • <'TE F � I � CL ff ,y I - i l a r a rt h 0n€,vFu{J fr: 14 • Ik:l L e 3 ' hu P oil E Re It A hIr - Gi" , y r r� Il c.Llt . H:. - s. ,,. } n , Ito.. I •41- - I pp I. _ K g p' - ...- _rLI IHM I F,y � tit �IL ,C W, _ `• _... rF... i :a-4 44YR. 1 .tY: f xSflwcHr L'NRs%Lt1E 20-31543 g ,x K'P IT<hE1 '• ^.M1'J =E T-TR - _ t:'"Yl PAClDOCREPTXOt4• a - J`il. UPn6NALTOPiR4TrOM CLt3SrjaE AIL e FFJ' ir,y F CFs N1. '/"k. 1.1 Nffl.l wnA{%TRIM( Sv.JItIN F ^ ` ^ yrvr°E � `F' (RDA-K,iNLRkJ M[aIJPI 42iiIIlUi' e_i u NE&LATION QUAILS FQR SEJRIE5 20QO E_ INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRICTURES i CONCRETE BLOCK `�,. I ANCHOR 6 12" O.C_ 1/d`4 tAPCON �� T �t4aT' HEX tIFAD TEK 9tgOD H&4D? w` t•, r-� �TSCREW f,,:,t'� / 1._ / ,VI AHCtiOR O 12' OG i sv Doi ,VA, FROM REQUIRED / ':.- '_': 7' f I Off FROM t,- 4 lI Zt i � � 1/4•i-Xk1• I i. { j ss Hrn7d wj� N - h o e //s ac - Ai L1YOItM" IW -i TI2• ( tRY R1e FIFE+ t � Ir"5EPAR/iTNTN j , ,.) � � T• r,Xn, � I ..,.:T f EXslsrlu I Td cuss 1 At12610OM POP MG SEPARATION 3/A lrIMUM POP C CLASS. i �j 1 _01 RR7ET { >,✓' RIVET �. „._., _ } RANEE %Nfs]' rlAT PANEL LENGTH IM .sS.W kLON CA p 11 1' tin, II-sEPARATLki ! II T' Win, i'LI-2gK2^ 9 TO CLASS. ( --T PRi"^`50 fR.A55: j UAtBSGREW dBox U Of 'I 1 I I _� • Ham. � 1 ... Is h +i 14'0 TAPDON ANCHOR , 1 i11 WOOD /4"tl TAPODN 2^.4 j }; EXISTING A1JplOR o 12 O C �" '-_1aNCRETE OR , f lAIE 117 CONCRETE BLOCK .: REQUIRED REQUIRED. WALL MOUNTING WALL MOUNTING SECTION Zt AtMTBIaiEYE SCALE 3/8-1" SCALE 3/8-1" ' �iEffr •'• y FLORIDA BUILDING CODE (Non Nigh Velocity Nurrl"re Zone) d>iOT *MIN. PANEL LEdCTH j 0. Q) ERe2a t1£dP ac rr. INSTALLATION FOR A,S.D- DESIGN S}LAt1. BE 2'-6' ,k •: it 24 ttAtii GALVANIZED STEEL Sf0ltY FANELNNr. 1, ARE ONLY VAUD MAY. �., PRESSURE RATWO +/- 40.0 ps.f, AND 8'-0` MAX TATE $ _ ='=• ..;�F1�I crtn PANEL LENGTH. !#4 G{ INe, GUAAL PROTECTION PRODUCTS. LLC. n4 2. FOR NEW WOOD FRAME CONSTRUC710Nt WOOD '' t?a.. LORtf1 '{`'7 T Net rNR Caa`A Y aw, s, lim p41x. n. s1114 , MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC fr a . e- se. Pm trl� rIRIOMR n aln 20-175 .jQi1x'T�"S,f ' rra (°°•+ 1 m+:w. wr+w Iao4Trua DENSITY OF 0,55 OR EQUAL ..Ltioat" r' ,`" + away. F NIlnT4ttLSo+N '/eAT1r 4W.iER.A Tnsri t!., ag. ak +s., m #iNT, 18 Dr pq. b+t T ALL AMERICAN SHurrERS AND CLASS 24ga GALVANIZED STEEL STORM PANELS ^(HVHZ & NON-HVHZ A c`ti��� - �BSTIi11CT1DN (LOCATION MAY VARY) _ �m ��> TQp MOUNT � f (EONN TYPE A!. RAQ'p7. i BOTTOM MOUNT (CONN Lin®x TYPE AS REt}Ii) DESTRUCTION) 8STRUCTtON) PANELS MAYBE NOTCHED AS REQUIRER: OPTIONALW`20 STITCH PROVIDED 7HATCONNE.TIONS AND @4LT5 WITH INASHERED ANCHW_AREUJ,EOGYi{Y%,H'IW15EF,T WINGNUTS FASTENED SPANS490VE1BELOW-.OB51RUCTIONN OVERLAPS 0 MID5PAN(USE APPRORRIATESFANTABLE) VERTICAL MOUNT ELEVATION NOTCHED PANELS ELEVATICIN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS T. �a Tt MINIMUMS STORM LSET". O FROM;OSS YN13 k ARA N (V2 WI D20tlE4sr6sfNTAtFAatin€s ) MAXIM M u DESIGN R. ' (E AEI. INSr ATN t€55 1. SfA nONSOflEATER 5 N U.A PAOWAB PRESSURE GRAN it malls O THAN 30' ABDVE GRAPE THAN 10' ABOVE GRAi7E POT 36 1 1 130,0In 6:061n 2.16 In �GPG'iK +j o0 -_y 9aG,n�P _ 2.1G In� 139D to 6,06 N, 2160n -5G t / LL3tl O R r G. In Se in ' P6 SPAN SCHEDULE NOTES: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING 70 DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPA SCHEDULE IS ACCEPTABLE FOR WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. Z "PANEL FASTENERS ARE STUDS USED IN CO N ON H ALL MOUNTING O NT Ctl WITH DENTIN EUSE6 NS (.C.TRACK, MOVFASTENER ANGLE STAB USE UES° O.C. PANEL. FASTENER SPACING TABLE VALUES FOR ALL'H"- AND -W-HEADERS (INCLUDING BUILD OUT CONDITIONS, 3. UNEAR INTERPOLATION BETWEEN LOADS SB 4CCE3RADLE. OTHERWISE USE NEKT HIGHER IAAD. MAXIMUM ALLOWABLE " F' DESIGN PRESSURES c: NOTED IN TbSIG SCHEDULESDESIGN NOTES, sN PO.'SITIVE ANQ NEGO 1 DESIGN PRESSURES CALCULATED FdpR.t15E WITH THI5515TEM`SHALL BE DFTERMINF_I7 PER SEVE raNG IN PggIES-'UACCOpRDANCIn THTHE µµ IN I ACCb' CE VA YH R_ N S dP ER DETEI ED 14 AM T 109 OF THE FLOP40A'BUrLDtNG CODE'5M1_1,, S TlfAtl C EL�UAL11``OTHE Pf1�ak7iVE OR NEGATIVE DESIGN PRESSURE CAPAQTY VALUES 415TED HEREIN fQR ANY ASSEMBLY AS SHOWN, GENERAL NOTES: 4EI K11T111N HA11-0DIGN@ANDP HALLUeILEFA6R CICATEN iITE E E U[R ENFCO ON5OFTLO.OE :f D ro 2 2rk U EY 51n D UT5]IlFOF E V AER VENT, HIT N (0 } FIR 5 N EAN a H H HZ, AS 201, 202 AND 2DH Si pROTOCO LS. CONTRACTOR SHAD INYESITGP,TE 1X0 CONFORM Tp ALL LOCAL BUILDING CODE AMENDMENTS 114ICII MAY SPPLY P&SI,4N CTt1TLM14 BEYOND As 5TAIt, HERtRN MAY REQUIRE 'LWlor SIT6APCCMC GEALED ENGINEERING. ' 3V631-11DM1fi INCREASEAdAlWABLE STRES.10SHEEN USED IN THE. 4. N eA,Enl Is GEntAIk ANii DOTS rJcrT➢I$nYtD.E` aZ1-E- FOR CITE CON nJT]ON6 DIFFERENT FRC y R N A LICE En E I E O EI I EI NS NG N ER R RE ,f'6?ER 1TE SPECIFIC DDCUMENT5 FOR USf IN rFD41ET TEDHRFTN ARE^ITR5ED ON ^MAXIMUM TESTEfl' RATIONS RO111T30IJb. DR-OTN@T MARkIr]G5 T❑ T11I5 DDfU MatT' 2RMLTieD V1r{D TINVAItgATF Tn35 CERT]FICgTmN 3tl FEET BE NA LV[NG NEw OW; NOIN PAR ADTION;OF (1}LABEL LAMERICAR 6NLrfTPR9AND GLASS "I PALM EF_ACH, F7L ORION VROL Ci APPROVAL NUM8ER VISIT ECALC 10l315A3 Fl78H 3 H E.+11nT 3 1:.1 ,I - N9i ea6INEEatIN6Ef(rRB85 LDIN3TDRE FUhA4VITIa,Nal1'LAN9,NE1•PNIs6T,'E�jLw2� -. MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT ?$�E g ce ,g qp Hdedsr 11 D° 24" 23' 22" 24" 2d" 91dTd5ul "U' N®a 0° IF 0" 23" 24" -25- 22" 2 a' 2C 23" 2e" 2F$ $1P der P tr O" 2'i 2r 2D' Zr2 4' 0" 2A` 23" ffi' � 2+.S41 sAxi 23" ' 23" t,' Nr 3 h^ Ti' 3a" %3" 30"' 11" D3°. E) ' i RI r+ch W? 24. 2 4" 4B" Zr 48" 24 A8" 30" 58` F r Tack s 3 t' Sa' _SE �" BO' Sa' 25" 6O' 31" SS' 35tl0'22a"' 29' 1f' 31' OpacMaurt -4 A' 3# fl -U,:Nod w d" 0" 0" 29" 24^ 24' 4' 2 +" 23" 37 cc "F' TYock 2.r' 24 24" 30' 41" W 63' a An k3" 25' 23^ tr ,r 30° ar^ r ^ 1. 30' z3'• ao" 1t^ 33` T A Lk 2B" IW 2B` 78" 85" ': 1 E3" a` 55'. a'r' GS' A 3PANt SNO T0IRI+ E nl IMPN PLLrTvaJG� 3+v liS S0.5E.P. Wi IN .,N OF TSwni PE CONDmoNs AT r0➢OR eOrioN NY1 IZNcrrs � naN .¢s£ NOTTa IN orate AINIVEmn Nor A` i0 SEAAJw4T10NPROH i5U6<ir91^sw;iq{01Nera W."PANN-i6NGM ib aPF,ATEK THAk i'nA, NDTEW fill. AESk6C]TVe MOILMNC Wwwllkk AsOVC i SN 0.E4R LIAEO WAAL eUltMur tRfr3 YA®.EtE9Yf. Y!1£,'ti2510 +�03LRK PeH flAT aE WL Ea L Fla 1N E D W TM N L n RED SE.PWIL OM I% a, YEA DETAIL U� 1 8Wt¢aV•MgU nND �l ML44EOtn TICN+iF k45 LL�-' % TNC bYPU.FS eDr,0:c WrM GA wlAggrTSmOI EO1 T5 AND 2% PpNEIb-89PTN WI�f+?5N2t P+Ls14'NC43�.RA' S•'04 a.A Ma.C._L ) W a 5_ Y£ 3i. tarr%-1 � r ot]R41a T nM CLb54RYs PER 4'AFIPIS NIA Mi/ n IYG aFLL f1i0 NPt Pr dA e¢Tt. _ JEING ANY FR.t t� Nnmim e+,aWk' T.__.. D£4U9 r o➢=wrX] P8f paTA1C >"7, tu+rt co --on vl No- t ! 1 ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY, LK1TTOM watYrT INTERPOLATION BETwEEV LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER- ICr'WN TYPE AN LOAD. Ari¢i OUr DE OF : HYHZ AND OUr DE OF ESSENTIAL l : FACILITIES FOR INSTALLATIONS BL THE S1 FAN.- SCHEULE S OY R WINO ZONES I THROUGH 3. THE RATIO SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE Q PROTECTED OPENING IS REQUIRED. gi 5 L 9-ONAL INTERIOR FASTENING DETAIL t aPTIONAL EGRESS PANEL DETAIL NTERIOR FASTENING I 90" 50" 1-2.254°�1 0�9" �I 0CED" 27. - O�bs4"I �I l ry 0,75a 0091F}�' -,125" o.u5" o� Se GA 04 $O.Q94" :099:, SZD" D94' ti TYP, "i'trp', TfP' V _ ae L B30" 1;930" 1 ri D.D62 a:b�2-.,335I"� l662_ �0:125" 2:OOa" --e; E N . COD° ,M, V z0 a627 b°.sQ .:.2st a _ tP_ '.t P •=`�I¢ w w ,1801-i IiIIYn I' 3v-3084,0316759'" .-�. .qr�k,fiS 55... bb':31796 Q(IpI EA4OaE4.fi5 �5^ " 0a..31795D°"^�•.{il�0rL1,i,g3Q:5'D:2bI,§R^ ESHC' : D.aSLr'L.OD7' ,"p-�a1 '.�L"' `fI1%1•,-7 "1112J, HA#0.313" 1.0 124 20-3a,B75" PANELLENGYHM1PANEL:GOVERAGE-5092 �1gF IFTT zy HAY. a.065'-I1:250'"0 I� OIOSO OA9D O.i LD O,I, ZLS, w I 0. 35 (!'1 TY P' av Qe P ILL, -9 E, hl'. NdIT D'R5i" -i n BUILL-di7. •E' TRhGK .� 'F" AC ,--y F NiCIF - TRACIf. y� C T'RAOK ❑ OIF ' "t•J tJ � N U 4;� 1 ' 1 �YH(AE WA9HER asi," c �II rim nc' R u r1 _LeLvl F-.30DIS"�D'.129 AEdd4SEa ' , Fi vb FF'.1 r%3 vai3i ,,.F- ANGLE - "fR61W iEXTENDE❑S ¢S, n 3000" € OVERLAP %^, CbNJERCLASfIR@DETAIL �T. MAX. 4" MAX , MAY. c.L-t erx dLn ii I -OUT x ' vn.xs6r�ly: OiSTAN' cE NI bA]u IFle,l l SY 11 I ns 1Rr , JOIN 6., :i.lL�•;r.-,`F:_='r. 'OVERLAP �.75" MAX n HxFr� -4" MAX MIN L.fts tiI F u!;' 1 - l•:�.'kt e>_.{a" tPwL - F r � rr ,� 2 /«'1 EORlIER 6165UNE tl'cYATL (RED TRAP hOUln CL05UAEDETAll n ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANE. FASTENERS 0 12 5 D C _ _ l� • • lm - ' I • - MES MEN liiir�l - Emu i Lv If Yf D%% ///o ac' %' y/pWff /'/f/r;///////,r,'r//MW_////////J///%% f �I I�®®' 0MMWM®' Z ® M. ®�ME ME: �IG1��® 111�83� 10HEMEW rl � R rxr f 1� Lrt4t I) I b, I M I 1 Y.. 9 'xf -1F J 1.P Emu V 6,rr l Moral ff.'.HArI).A 114.. MCF MCfAmr:P _ ANCHOR roeR.ot�an a - PRE,4SPRE TYPE P9F bvxl, " aurw [N 6f swP IesH ur rot rn� lu' CANX TYPE Gi 2 G3 C 4 ca11a ME CS ❑ C3 L4 Z GONN TYPE u -Ci t':3 C#... n x g EM.D 1 33 I AI �lltrKr 41 '. R + 52 T2 1 2 5" 0 15, I6 0 7 9 1L 9 ALE 1 50 7 �S.' 12 5 16 0" 5 7' 15 125 3 ❑ 16❑ 6 $6' 125 16 ❑"15.fl &" 1 1;r 5' 1 ➢"1 _R ¢" 4 12 S 3 ,0 160 5, 7 5 1 2 i6,0' 14 bA 7 32 S 16 ' 14 6.0" e 7 136' t2,5 160 1ba' Y60 14 9 89'-: 5.0" 12 1i6' 360'14 Is0• i' N. 147' b.¢" 125 1Z 5 2, 1-II'1. 7 S¢" Sfi '1 W } +T p, el xl '{66TS�=. 3 T ]/a I 3 Y9005L t 1tIW 41 45 52 72 2. 1 S 15. 16 0 0 101" 12.5 16.0 L11 3.¢°' 12 5 16 G' 10.6 62" i ,5 2 i0 14 Sf 1 81' S 5 2 1 60' & 66." 7 1 5 _.'2 1G ' 917 551i 0 L2,6 LI b -L25 0 1L0 i`fi.0 11.I" It 15.0 95" 7O S.4" '•. ilb ,2 T. 12.5 160` 16 ❑ ` 16td19,6 afi "55" 9.6 5-fi" 6,5" 1Zi Y2 S' 125!" is '-5:5 55" P I6 Du R W. 9B" 16-¢" 9;6" 5,6" 4 IJ 'd]1/ - OIM OE➢ 33 t PC "CFAs' 41 A RIP . 40 q-Nomwab 5? 72 U.S' 1'�0 If., w31312 12.5 160"-ii 5' 1 Gx0 10:2". 1z•S iB.O i3 ,3' 1Y5 i5A" 9. "_ 2 125 & 9:2' @ 12.5' 15,4 114" 12 5 Sb,an 1111 17 5' 16,au 9-1.0 Lfr S' LI.I511 161011 101511 1&:❑ si UET 12b 160" 16,tri.' 941 5L' 125 H is.n"`1 9 ! i 9118[33 33 All PTnlfi t•Htl: YW 41 t r60D §A,I;RIBF 48. 52, ]2 L 5 z G, 1 0 86 ' 7:3".: 12 -S SS,S' 0 S S:i-" 12 S 12.e" 5,3 4,5' tZ511 16.D 71.11 X2 51 1Z, 5^ }0' A,]^ O.$5' Y2.4" 4-0' F1" L2.5' 15.4 611:. 4,0` 61 61, 12.3 4.7" 4V1 il.i" 14,2 5 S' d.3" r. ,25 123" d 40° 7 .6 .23' 3 4:P -4.¢" 625' 2.3 ,i'. 4.fl" 625' 123" 4i' AO° S2S^ SZ ° 4:r '4.❑^ ANCHOR NOTES: L AN CHORSCHEDULE APPLIES TOALPRODUCTE L;FRTIFIED ERE1N'ARUT ONLY PRCU. DES MAXIMUMALLOWABtf CiOR SPACING, MAXMUMALLO ABEESPAN5NOP ESS RESTNOICAFED I2N. SPPN5G1C5rvLLAPP LY, ENTER ANCHOR SCHEDULE RASED ON, PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL,& ANCHOR TYPE. 5 ELECT DES1 N LOAD GREATER THAN 4Xk ]EQUAL TO. %AIVE DESIGN LOADD bN SHiITTE, AND SELECT SPAN GREATER THAN OR EQUALTO Sh UTTER SPAN SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION DSEE MOUNTING DETAILS ON SHEET 2 FORIDENTfFICATIORT OF cbNNEifIDN PIPE) 3 "PANEL FASTENER!' A"STUDS OSEtr IN COW UNCTION:VWTH ALL MOUNTING EXTRUSIONS 'F"-TRAGf STUDDEb ANGLE ETC USE 6 2E O.0 PANEL FA51E ER SPACING TABLE VALUES MR r N v ) LL'H--ArilQ'U•-HB.0,MS L UO NG BUILDOU7 COND ON A. H .t! [,NCI- I 1TI 5") 4.. A R5 5 ' � E INST LLEO IN OC F: W W^ ANU REPS' ME A ��ONS NCFO HALLS Pr R 4Rq IVCE IT M fiACTUR RECpM NP TI S, HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO AS'jMG506LOCK 6. MWIMUM 94BEDINI""HALL BE AS.NOTED I N ANCHOR SCHEDULE. 7 MINIMUM EMBEQMEM AND EDGE OLSTANCEE1j[LUD65T11CL'O, POAM.r 8R1CJ(, AND OTHER W/}LL. FI NISHES WALL INYS ES B BE U TE TD L 4 'ORS' LL E ERIPIED B O F H HALL iNI D i MA#E HA B V Y OTHERS T ADEQUATELY TRANSFER LOADS i0 MOST STRUCURE & CONCRETEANCIVORS NOTED HEREIN SHALL&E EMHEI7�70 UN-CRASR�D CONCRETE ONL4: 91 WHERE KX;STZ" STWCTLRE IS WOOD FRAMING, LxtsnrlG CflNDLTIbNS MAY VARY FLELD EFUPY'T T STEM RS ARE INT0A ATENOO FRAMING EMBERS L OOD, f IN6 V THAT FAST § . [sEgU D M , NDTP YW ASTEN M E ALL-POWTS 5013D SET & BRASS RUSH NG. VGAGEMENT III THREADS TNT(? THE BASE iSAD, ORwAFER HERO (SIDEWALK BOLT3 U.N'.O: LU DEs STI10EOt)gOTHER v]AkL FINISHES. tE NOT ACCEPTABLE USES, USE'Vi1STH THE ANC_H.OR:SCHEDULES 1,35TEWON W M 0 VJ^' to �r v (D Q. 0 O C .� C-)Q) -0 CL Cn � _v 0 cu VJ ^ O 0 W CO 00 O LL �0 > > O ii c- ^� yi .� /fIC^U VJ -'IF -C, cc " LSA s Cm (,►i i1.1 n O = V CV X N LA_ O 4_ N of N t O 3 L � � Gl Q 3 TO iv aF d3 t..T 7 a C. C, A, CD W(D ^ W C/)tee/ I � rI `J O L_/\ ifs r� V O n� W `V LU c G Z Z Z Q J SHEET NO. SH 1.5 :. IIit iI 7 1,.. c La 1 L: ISI 'ilr> ir, T C 3� 5ti13o Tau�n hoMe,1-7g'1 �F+ 7D18 R;pp� c�na �o� B P-5-H31 TO U3, h,,IbbbsIP+ 70 22 'f�;p�cc pond zc�o I o�2ha n.ti� I bbb 702So R�p� Po rd L oolo Bp-5- Aq \ I'P0 po^ck �o�P .,