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6988-6998 Ripple Pond Lp
3 I 0 o- N 0 a M I 0 J N I 00 i N i c I v F_ v 0 .o PM u7 0 i L0 C) 0 J L0 00 Cr v c v+ c 3 Q cV 0 a E: F2 a�'i E 0 a� LZ `o v ci U a� 0 J LZ N N \ N N a 0 a CD 0 N N_ 0 Q 0 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet READ or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter Sc Solid Core 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 HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or KMfall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or wl With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P,L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 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 11-09-22 3.2 0. SUITE DOORS BACK TO DBL. DOOR (1787) 1 8 # 111111111ul IS;- 41 f (1666) 4 - UNIT TOWNHOMES It MIS t 11 i:Ll! A S IUI IIN 16661111111111111111111111 1787 TOWN H 0 M S 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 L2 2ND FLOOR LINTEL PLAN D1 - FRAMING DETAILS D2 WALL SECTIONS/ DETAILS SN STRUCTURAL NOTES SN1 SCHEDULES/ DETAILS S3M WALL SECTIONS/ DETAILS S4M WALL SECTIONS/ DETAILS S5 WALL SECTIONS/ DETAILS S6 WALL SECTIONS/ DETAILS ST STAIR CONSTRUCTION/ DETAILS SS WALL SECTIONS/ DETAILS WP WATERPROOFING PA1.04 PRODUCT APPROVAL NUMBERS SH1 0-5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N CIQ T o C © L- N � — m Ca - u+ � o d m 'O N 'on, d N L� 3 01 � 3 m r � d _• E tntttne��,°° . VV RO • •. 6 0 .� r ca�0 CM • ,�9? y�� J� 0 VSF� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E _N Oro M ti M v LL Q J LL l L LL W Z o ij fp N tD W��Oi�' m w J Z LL ILNTO N Z Q Z OU 0 W W ❑ 11 z z � � cl- - N X4-J G � W g U O LU U L.LJ J U c Q Y x� � 0 N IT o c*CC)i o� Z 4 L Q E 2 � r� > oa o E a 0 �Z �U U WZ N � y L o ¢ p ¢!� m 0 n3 jC - U .0 90 0 oLL Z Z Cn .I N N � am • g� QW iZ Z gaZ W a U ai NZ =F g co sY 0 o_ _ S 0 �N > M CL ;; O J i L0 00 o r— O CiD(n V Y .2CL O� a Q T IX CN 11.0 C M rn o U) 0 (O N O oo j M L!7 I a) CD 04 T— E E Z ,^ 7 L / y E 10 y Z m a E v � ¢ o � JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 1 L I _ 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 V-0" x CONT. 1'-0" 2 #5 E.W. BOT. 3000 F2.0 2'-0" x 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 T-O" x 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 T-6" x T-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" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" x 6'-0" 1'-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 r r INDICATES SINGLE -STORY WALL FOUNDATION L________, INDICATES TWO-STORY WALL FOUNDATION INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1/3 OF SLAB OR 1/8" SAWCUT x 1/4 SLAB FIBERMESH REINF. SEE THICKNESS WHERE PLAN SHOWN ON FOUNDATION PLAN —T� w co a CONTROL JOINT DETAIL SCALE: 1 12-=V0' TYP. CORNER BAR PLAN DETAIL SCALE: 1 12'=1'-0- 5x5x3/8" A36 STEEL 1 „ BASE PLATE 0 co n A fil 5" SECTION A -A A #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. 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 M24 BOLLARD DETAIL SCALE: 3/4" = V-0" ve OV -V V-8" 20'-0" 20'-0" 20'-0" 20'-0" V-8" 6'-8" 13'-4" T-8" 15'-4" -0" '-0" 15'-4" T-8" 13'-4" 6'-8" N VERIFY OF A/C 55 SITE LOCATIONby PAD PER COMP. COMP. VERIFY LOCATION F3.0 tf HI L VERIFY COMP. VERIFY LOCATION OF A/C COMP. PAD PER SITE 55 N D1 D1 S3M S3M F2.5 4" PVC CHASE OF A/C PAD PER L SITE S3M L LOCATION S3M PAD PER OF A/C SITE 4" PVC CHASE F2.5 — F2.5 r I I F2.5 — L I I� 11 III 11'1 11 II CJ OJ 0 CJ m � t II III 11 II 11 II I L S3M 1 i� II M M 1 II III 1 S3M A ® I S3M i� II 411 S3M S3M 4 V %II I I I O1_O1 III � A I S3M I MI I o o T 7k xI III I o I cJn I II �, 1' j I 1 1 Z/ Zz V I II II I I I I w o I ccnn I II 11 PROVIDE 1 PROVIDE 1 T' III S-4" 1 I 1 I RECESS FOR SGD. RECESS FOR SGD. REFER TO MASON'S REFER TO MASON'S I I I III I I I - - I T-- - -4 ----C-I- ® ®® I I SCOPE FOR WIDTH SCOPE FOR WIDTH 1 I IM® IID I A I PROVIDE 1 1/2" N CVCINI N I I I I 4" PVC '1 II c 1 1 I v II C' I I 4" PVC II II IN N I L_ ---- PROVIDE 1 1/2" I A RECESS FOR SGD. S3M REFER TO MASON'S SCOPE FOR WIDTH I I CHASE 1 1 I I 1 1 I I PW01 I I a' I o� I I CHASE I I I I i t I I I I RECESS FOR SGD. REFER TO MASON'S S3M SCOPE FOR WIDTH I D1 SINkI 1 Co io I i§INK 1 55 I I I a I 1 ----------- I I -------------IT _ - - -- - - - - -C— - - -- PW01 - o I -------- --- I I I Tr----------- II 55 I D1 D1 I I I I II II p 1 I I I I I I II PW01 II �I 11 11 it D1 III 11 II 1 I II I 5-10,1 I I 14'-2" 14'-2" 1 1 5'-10" I ( I 1 16'-14" 16'-14" 1 T-104" I 1 T-104" I I 16'-o-„ `N 4 of I I N r r-I Ij ---1- I I 11� q II I 0 0 SIN I I I IIT '- II I I III INK _ 5'4' I 8'-7Z" �N I 1 6'-Oz" I I GG I I II 11 I! I ( 'n 3M 6'-OZ II i 8 -72 1 5'�n � � I S3M 1 1 � � I I I II }— II I I I I CV I — — — — — — — —fie}— — — — CV o l� - I -1" T-10" 1 1 10'-1" 10'-1" I I 7'-10" 2'-1 I _ ��I r q '1 1 � PROVIDE 1 5/880 "x9" I RECESS FOR DOOR. L--- I I I I 19 I I ILO GG --�---- J I I I I PROVIDE 1 5/8"x9 RECESS FOR DOOR! lA J S3M I I 11'1 I I S3M i-L _ r SLOPE S3M 1 -0" ( I I W/C I I 0 I I II III111 II I k� Ir I I W/C I I 1 • ( I 1 n 0 -0 1 S3M SLOPE 1 S3M F I ELEV CAN BE NO MORE THELEV APPROX. 1-1/2" OAN F.F. L j PED I I l ( I PED L J BE LO ELEELEV. CAN BE NOV APPROX. "MO E HAN S3M EO 1.1/2" ELOW TOP OF EGRESS F3.0 I K I I PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I I l g K 1.1/2"BELOW TOP OFE RESS r" DOOfiTHRESHOLD. FIELD iv 1 I I RECESS FOR DOOR. RECESS FOR DOOR. I I I I , N DOOR THRESHOLD. IFIELD L 2,�n VERI S3M CV 111 III N S3M RIFY 2,�„ J I &� N io I K N C 7'-6" T-6'1 2'- „ G N K I 55 D1 S3M 7'-2" S3M 9'-11„ 4" I 2,_64n 2 64,1 I 4" 2'_64n 2 -64" S3M 9'-114" 55 S3M D1 7 -2 FM24 FM24 FM24 FM24 0 I 4 ED SINK I N I I ELEV. APPROX 1 1/2" ELEV. APPROX.1 1l2" 55 55 I PW01 1 N PE I SINK T I BELOW F.F. BELOW F.F. D1 F D1 SIM. W/ CUTN "' I iv D1 ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE IM. W/CUT T N 1-1/2" BELOW TOP OF THAN 1.1/2" BELOW TOP I N W/C 0 1 LK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESH D. LK AT BASE 1 CD < w W/C N , FIELD VERIFY FIELD VERIFY �„ N , a0 t(oa-n - 00, o N PW01 rn -- T N — D1 - N- T— D1 55 D1 I 1 � � a a w OJ w I I 55 D1 SIM. W/CUT I ol I SIM. W/ CUT �1 BILK AT BASE BLK AT BASE o� ol J I I J I S3M S3M ;T-7 S3M LI ®® ®® `IM L SYMMETRICA L S3M � S3M T-O" 8'-0' 2'-8" 2'-8" V-0" 2'-8' 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" 3'-0" 13'-8" 13'-4" 13'-4'r 13'-8" 6'-4" 6'-8" 6'-8" 6'-4" 1'-8" 20'-0" 20'-0" 20'-0" 20'-0" 80'-0" (1666) FOUNDATION PLAN SCALE: 1 /4" = 1'-0" 02 N 0 N CxyCU 0 — O ? W LLA LL C 10 C� N N = LA- C]. 4 a N 3 ao a+ CL c �£.__ d�_a � 3cc 3 .°f u m In CL =e _ l�zAlt 10%0WN _ O Q' ,`L —C9 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q0 ,a 0 I' 0 C14o Frn' co r N r� N '*Z CO C-4 # LL Q u, C -, LL w j u_ u- a ,3ri N -, d Y O 's 0 o $� W ogr` °_' °. m w Z U) NZ a ZN O L) W L) v El El 0 z_ Ih Z � g Z o da v J — a z � C1 a) �4 U' 8 LL f6 w m Ua O �L✓ w S N W U o c U ° —C Q 0 N � s�o w M z 0 Z Ca a m so nj O a ¢ < Zno N (Q L a wo QO W w C .y U " m0 Z Oz z J m a 0 Q W z to 3 Z W a� > 0 �No Nw _� O CD J a w5 10 g3 O 2N > M i CL N N O J LO n M C^o Qo :3 '— a° cfl ''^�^ 0 O Cfl vl m CL Q N 0 M 00 00 N LO o LO CD N o Co O 00 N E LO (0 CV o f0 z E E O y G) G c c IL E U _ w Q 0 � JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 2 3 I a� v v Cr cn l) 0 rn _o I to 0 9 00 I 1 I N c 1 v -r cn Q L0 O 1 cc O J LO I N I N 0 3 H Q Q d E F-0 Cd C 2 `v c Jy _N h O U y .O LZ- i C: 0 V J N N N 0 0 rl N Co N N 0 0 to m o e s 0 U (1787) (1666) (1666) (1787) FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 1ST FLOOR DOWEL LAYOUT PLAN I SCALE: 1 /4" = V-0" N O o N v C" C W i t C7 0 W V N y m YC LL- H G i Q N � � 3 � eo as a� a � c o a. Ln c ea o a u i 0 1 rG N r 2�' ••� .R r '� FL0 IS To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W pE v N8 - 20 r M � � � ti J ri Q co a LL C J LL W J LL LL 0_ Z m q 't n. he v W 5 N Z IL0 Ch m w L- N Z 2 J ZN OU 0 W (D Z N M Z Z o Q V J— d Y'1 N Z fh W �4-J LL U to W t0 0 LU $ C N �N 3 Ln U W ' J f- r 88 _ 3 I U o c U) Q • s eo CD �w M M y a o Z Q LJ1 a E O wI zo uj M. >� �® c6 O U 0 XO a� 70 0¢ ZCC O L N °Qa O w2 ¢� Ui C Ox m0 0, Zz Z NU N `L 2i z0 U a w W q0 H- j CD_D Z w ¢ F a0 O IIIIIIIIIIIII' 7 < ilW 01 U 0 CN > _ N Co ~ 0 L LM(7 co Q o^O n = TCr �Cfl^ Y / �0 CAD m CL O ~ M o 0 c LC) c0 N M O o0 N U-5 0) LO N r o Z Z E iii c c a E U 0 v 4? 'a p c JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 3 SYMMETRICAL � � SYMMETRICAL (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" = V-0" er! N CO N C" o m LU d LU W � t U- C a. ti oC7 t/ ` cc G V N N co C N d C 1 G d N ]L W w E c y o E 3 �° � Ufm io ai m ' G. c � � o G. u O w \Oe`1�tti�t 6¢o6w/v • S 0 E•• GN N . v� •� PLO '• � : 'tv1 F 1. C� `�fffA,sa�h SS10\\ r` `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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 E � a 8 IF O p _ dl rp n Q In 04 C -/ LL w J LL. LL SS w p_ - o a z3(o t �' m� ] NNE 0o Z LLN CLOO N Z Q Z O0 U W El Z NNp z 0D Z r; a n E31 N c� z � C9 0 LL In W Va O N W $ � N _w J Q seo � M J LL a 55 Z CC C �z Q O V wo �® Up Z M F- � g E '0 xc"i a� < z �v $Z r Z N ro ao d r0 NC = yo U h i m o Z z Z to J Q F'0 Q W �z N d U� �� �U a v w W O ui a �5 ¢ a CjD za 03 0 2 CV > M 2 c 0 a 0 LO coQo^o c T :3 r Cr a° c a LO C.0 to a Q _a R CV F-- c .0 M LO rn CN o 0 000 co c`V N M � �n M r- r E E l r Z Z ^ ' E Q N y co Q. E• • 0 � .� ¢ o C JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 4 v+ 3 I .r 0 V 0 LO 0 I LO 0 J LO N_ I 00 I N ID v LO I LO 0 0 J LO I N O Cr 3 a N 0 ca a E CD E 0 s L v Jy LZ N E2 O U ram+ 0 U U N O i a 0 0 v U J fi C) CV N 0 O CL N O N 0 Q m 0 cn 5 00 W 80 M 55 D1 / II II � II u LL OR LOCATION R OPTIONAL REENED LANAI LANAI 9'-4" CLG. AFF CONCRETE H DINING 9'-4" CLG. TILE 11 1 1 0 1 EE16:8 rii ►1Z`�� �■,�I ZL1\L�l, ''CIJIIIIIICI]IiI r 11 04 N LIVING 9'-4" CLG. CARPET 201-011 11 SY ME RI L I I 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 18'-8" to 9'-4" CLG. AFF CONCRETE r.O.M. CONCRETE 11'-2" 8'-2" ,i 8'-2" it 11'-2" O O _6080 S.G.D. _ _6080 S.G.D._ 20'-011 I�ICI]IIIIIICIT ., \1`�7i �..I■■„i�t1�\: - - - - - - - - - 4-SH 7 7 4-SHco M ----- -----1 ., .2668 .. / 1 1 1�► 1 1 4a 1 • •,•• 1 1 V, ,J •; • 19 HANDRAIL •J• Mr. • ��0 1. ® ''•��� •ie I I 2668 REF B.F. 9'-C4„ 91-O" 31 0„ 7'-334" DINING DINING Al KITCHEN W 9'-4" CLG. 9'-4" CLG. z 10 9'-4" CLG. d 10 TILE _ TILE A3 10 11LE I Eo Eo 10 DW SINK I � I L -_-_ —J 10'-11" 1 IE1 1 10'-14" LIVINGz; sLIVINt • i• ARP%T • • CARP T FOYER • '• TILE FOYER 1 1 FOYER IN . . 11111111 � i — �rJC'fl� I 1 1 2668 f� TOENAILS @ BASE W.H. W.H. co 4 I B.F. C7 BUILDER TO O 0 PROVIDE BUILD R TO APPLIANCE T.O.M.20'-0" PROV E APPLI PROTECTION T.O.M.18'-8" CE o WHEN REQUIRED PER FBC PROTECTION WHEN REQUIRED 136 PER F C 10 GARAGE POWDER ip 9'-4" CLG. AFF CONCRETE 9'-4" CLG. TILE PW01 g TYP. APPLIED O 1 H4-SH o GARAGE 9'-4" CLG. AFF CONCRETE r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - STONECD AI A11 q. III I I I C I T.O.M. 18'-8" T.O.M. 8'-8" CV I I I I i I I I I I I I I I I I I I I I I I I I j TYP. @ K I I K I I GARAGE I I S4M I I JAMBS S4 I I Ty . AT "CLG AFF 'rCLGi AFF ---- - - - - - - - - �---- GARAGE �L — — — — — — — — — — — — — — — — — — — — — 8070 O.HH . I 8070 .H. O O I G ENTRY ENTRY 9'-4" CLG. AFF 9'A" CLG. AFF CONCRETE CONCRETE \11� 4 TYP. i— SYMUIRICAL LIVING 1W01 9'-4" CLG. AFF D1 CARPET TYP. M N II �� II � II , II �1 DOOR LOCATION II FOR OPTIONAL I I SCREENED LANAI I I LANAI 9'-4" CLG. I I CONCRETE II II II II 6'-0" II II O II p II II DINING 9'-4" CLG. TILE CV 1FAN/ - •/• r :�: 1 L�11111111 L FOYER • 4 TILE1. l 1 — r � 4 #2 SPF:�IIIIIII TOENAILS @ BASE•. �..INS • BUILDER 1• 111 BUILDER • PROVIDE . ii, PROVIDE APPLIANCE REWIREDAPPLIANCA%___ PROTECTI'M WHEN ;7 .; •;WHEN PROTECTION REQUIRED •� PER FBC PER FBC1 r • �\ GARAGE./ 9'4" CLG. AFF1 . .; .CONCRETE CONCRETE TI .r CD 04 'i'i ,APPLIED O ;.; .�•; STONE 1 1 / 1 •/ • © , •/ , 1 I AT , I JAMBS 1 • il� II�III`�;_�; III IIt' IIJ 111� Ili�lll' O:1 1 • :1 1 • I . 20'-011 I _ 20'-011 . L' 20'-0" L 20'-011 1 (1787) (1666) 1st FLOOR PLAN SCALE: A"=1'-0" INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED WALL LEGEND 8'-8" 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 -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 FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL C" O N p 0 CID C W c m w N R O - N .0 N %L N O d- C .a E ,c � = � � na N Q .Ia E �. IJ I W U �O �O� •'•.•• F 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. o N g� vO 0 y m M tn�I� w vi LL cr) v Q C J LL W �u_LL a —v a 'm 0" Z c O O ," M 04 1C O O zi W ���°> m Fw 7" co u, co Z F z OU w W M � v z ppNp [o Z m z Cl- N M LL 4 N 0 a V 0 w s to Lv N • �V) 'l IviJ L x 5 `R • Q o s M M l z Z Z U_ Q- E ol 45. =o � co�o z >� 'aR z0 oWa N o q X U a��� °dg 0 U Z N � ttZ • rp co cu � U � o o LL Z > Z co J m < ° z /A N �w 8a QO U �w Z a 7 Mja� CDw co i� 2 �3 2N >M r CL m F-- 0 i LM() 00 C Q J , 0Cr cfl c.6 (f� a LO O m a T � � N !— c -� M rn o LO 0 to N O oo j cM LO E CC CN Z f0 Z E O N E y m C c N tl C w U J Q C JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 5 I 3 a 0 Cr 0 L0 O i LO 0 I I -t F_ 0 i 0 N N i L 0 (nn I.Q Q 3 a b i Ea 0 0 c 9 y rZ s 0 0 U i i 0 d tL 0 N d S 5 a 0 N N 0 N 0 00 rr 80'-0" 1 _ 20'-0" , . 20'-0" _ 20'-0" _ 20'-0" 'I -4„ TYP. TYP. 5'-0" o� ' W.I.C. 84" CLG. CARPET (1787) (1666) "� (1666) (1787) 2nd FLOOR PLAN SCALE: Y"=V-0" INSULATION REQUIREMENTS LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 } S.H. 13 20X38j 18jX37j S.H. 14 20 X 501 18 j X 50 S.H. 15 20 X 63 18 J X 62 j S.H. 16 20 X 72 18 } X 71 j S.H. 11-12 271/4X26 26X254 S.H. 11-13 271/4X38j 26x371 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 j X 50 1 36 4 X 50 S.H. 25 37 j X 63 36 } X 62 1/2 S.H. 26 37 j X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 Ij 52 } X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 � S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. AREA TABULATION (1666) 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA LIVING TOTAL 674 1666 GARAGE 264 FRONT ENTRY 98 LANAI 120 TOTAL AREA 2148 AREA TABULATION (1787) 1ST FLOOR LIVING AREA 759 2ND FLOOR LIVING AREA 1028 LIVING TOTAL 1787 GARAGE 265 FRONT ENTRY 12 LANAI 67 TOTAL AREA 2131 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) WALL LEGEND ---, 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL TOP •MASONRY WALL FLOOR ONLY. • FIRST FLOOR BELOW. _ _ _ _ .I -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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS General notes 1. R302.6 (Table 302.6) If water based ceiling texture material is used, Provide YZ' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Y2' sag -resistant gypsum board may be used I.L.O.Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. R302.7 Any accessible space under a stairway shall be protected with Y2' gypsum board. 5. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. R612.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannot pass era ca 0 car � ' w Cn �Lo La m +. C V- 6 N fa O L N O d qj 3 cc io y d a W m = c 10 N d� p- W P ,•NSA• < -1tu ' c� ,� •. ��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 C o (, N O t0 n 0 w W $ N C7 sr ik tJi Q LL W -r JLLLL w CILIN �LLn o m � _ V -22 5 Fo o W 7 f0 N in�CP m w Z NZ Z QOU 0 ❑❑ 0 Z N 8 z a (nv) zC1 8 CA) � a 0 w $ to c U) c L.LJ J r- t E 8 I I � OD 0 N Oo ti o �w M co0o w a Z E o �o B° 0 >n Z® as Z- U W ,� CL O a� W i go �< W 2 N o ¢ w L W c ¢a Y NUZ� mf FF Z Z J am '0 a w W y 0 Z 2 r >x O CO V w¢ is a �3 2N 0 121) a O I� -p (� O 00 c =) r a O LO cfl 0 m a O a .0 C`7 00 N o c Ln GD N M .0 d- 1 a) \ T E CD N cr o Z M Z � E 0 c a E ?? 0 ¢ o c JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 6 — — -- i -' r ' i II 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 -18'-8" TOP OF MASONRY WALL, W/ 01 20'-0" 29.0" 294r 20'-0" SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING SYMME RICAL -2HOUR FIRE RATED SEPARATION - - _ WALL 11 COMP. COMP. ���- 11 COMP. COMP. p 20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM i II ---__------ u II -----_-__-_ I I SIDE OF DECKING %R---------------------- '�--- Aa --- u---------------`---Ifl ---A --------- ----------- ----------------------------- ----------------------------- -------------------- TYP. INTERIOR WALL LANAI LANAI BEARING WALL LANAI LANAI II II II � II I I ------ Z5771111 VIMII II II I I I I LIVING r---- ----- ----- LIVING I' II I I II REF REF II w KITCHEN DINING DINING KITCHEN z I I I I I I DINING SINK ow �w SINK DINING I I I I I I o O r___j I I I I L---i 1 ---------- I 1 I I I i I I - ----------------- ----- LIVING LIVING ----- ML INK II ___-- GG II 1 I � S3M-----�I I L----- - - j a 1 KITCHEN I�----- - --�I KITCHEN W I i0 II I II II I REF I I ENTR L_______ _____ _____ _______� ENTRY II II I I At 3 I 1 II II I I FOYER----711 FOYER '' -----W ' FOYER FOYER I I I I I I I I Q I I 1 W.H. W.H. W.H. W.H. 1 O O O O I O O GARAGE GARAGE POWDER GARAGE GARAGE POWDER Im ENTRY ENTRY r---------------�----------------- r---------------� r---------------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I K I I K I I I I I I SW I I S4M I I I I I I T .AT I 1 T .AT I I I -------------------1---- I ' ---1----------------1---- I I I GARAGE I GARAGE I 1 ---------------- - - - - - - - - - - - - - - I SYM f TRICAL I 'I 20'-0" 20'-0" 20'-0" 20'-T 80'-0" (1787) (1666) (1666) (1787) 1st FLOOR LAYOUT PLAN SCALE: 3116"=1'-0" en c.: c cv as is cr�r � W o a M IL �m N 7 N Q 6>t N � c� as OF r C a 3 3 ` iv y w a mcc N 1S E ^� o 4 G81 1,+ 1'��`����11111NIttP3t�� RO W tAV"C'* F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA a E $ 8 N a0 0 - ���m � d� a rNi v • "- =� LW Z �LLLL w a w n .c ns W 7 '@ N rO gmO'. m w ILW LL z N N Z Q J Z OU U W Z N Z Z � Q � N N M Z u- 4 "U U) 0 a 0 w g V) c so U w W J ~ Et $ = ai Q Y to W M CM o � Z G � �Z' f a Zo Q w° Z'w0 H� 51 a= 0OU °Z Z c (� N � < $ � z y ro (/) C C U O Y W2 O O Z z (A J < Q W Z�ZQ Z J 0 W d v 3 2 Z d mw E 7 co et zl4 a � 3 O CV > C 0 O J v L LM M C Q t— :3 TCr d U) cO mCL �' Q �' •'F E N E— M rn 0 Ln C) O oo j LO d' < p CD T ui E +_ r Z M Z 7 E N m C a E U J Q -� JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 7 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 WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM 89-0" SIDE OF DECKING 10 20'-0" 20'-0" 20'-0" 294r SYMMIF 7 ETRICAL -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ I I I SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -- ------------------------- ----- ----- TYP. INTERIOR WALL BEARING WALL 1 I I 1 I------------------� 0. BATH ----------- ----------- ----- 0. BATH ' 0. SUITE ! i i I 0. SUITE I I W.I.C. W.I.C. I I I I I I 0. SUITE ii \\i i i IL--\� 0. SUITE ' YN 11 I I W•1•C. i 0. BATH 0. BATH i W.I.C. I I I I 121 -------- LOFT I LOFT I I I I I ------- ------- I LAUNDRY LAUNDRY , I I rj I I 4 I I I I I I 1 _--_-------- I I LOFT LOFT I I I 1 LAUNDRY i I LAUNDRY - - r�r� \\II BATH 2 I a-------------- - �- BATH 2 - - - --—� I I BEDROOM 2 BEDROOM 2----- I I I I I I I I ° ° I I ---------- ---------- ---------- ---------- BATH 2 BAT 2 BEDROOM 3 BEDROOM 3 ° �fI I - I - --- I I---- - I I I 1 I I 1 I I 1 I BEDROOM 3 BEDROOM 3 I I I I BEDROOM 2 BEDROOM 2 L--------------------------------------------------J I I 20'-0" 20'-0" 29-0" 20'-0" SYMMETRICAL RICAL (1787) (1666) (1666) (1787) 2nd FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" N N c 0 02 a := d� o o�O W c rac,N U- CC _ a •N .O !V .0 N y O J Q N � 3 CL. C= $ m aU Cu A E �wuttttteaE, '?�Ro WN '.j0' ".r�. 6. r QN N E S"S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IA IN 00 SON Q °o �' co o n di t�� , vi M "t C u- J LL L L � 0 0 LL W W d nw �� Z .� o W 9 0 •fi N Z� NL600 Co Q F- Z N Ci CS CS W E10 C9 ; u' z N M z E zo ¢v J d � 13 - N M V O U- 1 T' Cn LU 0 a U O W 8 V) c �N _ � U � w J ' AM E L =� = U � • c Q Y � 0 s o co �W co y wM Z U- z0 >p aR CL E Q wo z z® O a t— " O X OQ. a Z WS O U U 4 W Z N � o as ¢� wf N C z 0Y '0 04 Z m 4 �z O a $� U a ww W U � �aa as �O Zuj IQ U S �N O .` M CL O Ch t— O L- n 00 -a CID c O r 1 :3 T a0 cfl _ Y m CAD Q T ate-+ E CV ~ M 00 o 0 C ti") CD N M O oo N L0 N E W LOr Z Z E O c a E U Q JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 8 3 -o a.s I .r v 0 L0 O I 0 J o� I I 12 O o• LO O i co 0 3 4 CV I i L c ul 9 3M tz a N FL E F�— 0 x c J N N L� 0 �I 'o i d N N 0 0 a. N O CV _N rFi (1787) TEXTURE FINISH 12 COACHMAN COLLECTION SERIES 2, DESIGN ARCH 4 TEXTURED FINISH "Mt +1" PAD FLASHING- ------------- --- --7-------------------------- OFF RIDGE— VENTS, TYP. IL------ (1666) INGLES (1666) ._..._.._..,....-.. OFF RIDGE VENTS, TYP. -------------------+------------------- TEXTURE FINISH 1 12 12 4-- FLASHING 4 -------— SHINGLES ----- - ------ 16" BAND 1 TEXTURE (2) 39"x59" SH FINISH I -------------- (1787) (1666) SHINGLES ----- A+ ------ I COACHMAN COLLECTION SERIES 2, DESIGN ARCH 4 (1787) FRONT ELEVATION 12 �5 TEXTURED FINISH (2) 39"x59" SH ---------- FLASHING - +1" PAD ------------------- -----T--------- SCALE: 3/16"=1'-0" T.O.P. HDR. 4 12 16"BAND— L2L6:' �J\ I TEXTURED FINISH ()3 "x59"SH ---------- 1 --------------- - -- -- (1666) ' (1787) REAR ELEVATION SCALE: 3/16"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-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 0 � W m + C2 = O LtJ a c u- R�� �. c�C'- N f0 O >r G N Y as co 0 � .L 0 � c o m 10 E a >v " ,C UJ - r 0�UJ C. y+. r SStONty \`\ 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 - Reskiential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) h E o ccm"8 Q O -/ 46 C J LL w LL LL J a w Z t fa 0 �i «t,FN(D O ' n W "o 0 m w M Q LL ILW N OU Z W ❑❑ U Z N z c) Z a N M N z 0 0 � 4-1 N f6 w c O w o N Of N �N .. f6 U 11.1 ' J z� U 'o u) v • C o M w z o ce CL E O g oLL f om z• E a� wwom ¢ F f6 E Ru U a�& so O U Z o� o CN i g°= dS ww wi d n) N C Zzz OY F p z'z` w Z �z Z go d w u a NW W 3 U ao �~g O �w �5 }_ Mill co w" 1� ;t �N 0 >M CL 0 C'7 Q� O L. J L 0 co C C� 00 0 1 Y coTa. c. LO C:) CL Q .�..+ ii CV N M 00 0 N M O oo j Ld( E .� ^ J r L Z Z iri O E 42) 4. 0 � Q p J JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 9 0 50 r-f 12 5� 12 5� 12 Q5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — %-Y TEXTURED FINISH 1 H3-SH FLASHING METAL ROOF 7-9" x 7:12 PITCH -----------------------------+1"PAD--------- --- —PAD ----T HEEL--------- T.O.P. HDR. J - 12 F_FL____ I/ EXTERIOR PLASTER ON FRAME_ BRG. AT GARAGE aQ-RH0L_---_e--00 F.FL. r-2^ [_] ( )39"x59" H TEXTURED FINISH----------------- ----------- �--------------------------- 12 5� --— ---------- TEXTURE FINISH (1787) 12 5F,� 12 �5 16" BAND— T 12 �5 ------------- TEXTURED FINISH H_E_EL -------T.O.P.-- HDR. 12 �7 F.FL_ —EXTERIOR PLASTER _ _O_N_FRA_M_E_ _CLG_HGT. -----t14RNSI. BRG_ATG 2'-2" F FL LEFT ELEVATION SCALE: 3/16"=1'-0" 12 ;�.-5 ---------------------------------------------------------------------------- --- TEXTURE FINISH 0 1 H3-SH FLASHING ox 7_9 METAL ROOF --- 7:12 PITCH — --- —PAD ------------------------------- +1"PAD--------- — — — — — — — 16" BAND 39"x5 " H DL�l I TEXTURE FINISH [-]---------------------------�----------------- (1787) RIGHT ELEVATION SCALE: 3/16"=1'-0" 0 in 00 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 cn N CO N c 0 C" -o 0 W m ii G F O LJ-I c m c-s M _ uco H A O a N O a� Q N � 3 = °' •a � s c � 3 y- c r� N C c E � o av ���titi<<aull�tnui� agoXT < _ W �1 Oj2 /A \\ n0rE-SSIo�*��� 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. a8M8 N p ag w � rn N �m y �0� Q c t L LL w LL � 5 a 103_ @ c� a Y �_ 4 � Y � W � mar_° �c 0) m W 392a,w Z � Z� Z d L LL Z N OU L) U W U v 13 o 0 Z i W z ii v N Z c � o j� '�• 4 W Fe U o e OLL, V) � .a w r— —L d U 0 H c N 0 0 Q Y • MEN N 141 O M w Z LL. ce a E �' o° �� _® oa fca _CLo x� 0 O E fa N.0 i a� o 01 a d M N cY < 0o zZ Z J ab aw s= 3 La o g a W 3 �� v w x� Oo a o 0 CV 120 >M rn O O r� O^O -o :3 T a° Cr c 1 2 o cfl In a Q V.+ cr N F=-- M rn o 0 •= c LO to N M O oo j U-5 Q E E ,y�^) to r Z Z N E O N � c m a E v U J Q C J JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 9.1 i Z C L NOTE; • W =1/2 OPENING DIM. • INSTALL OVER STONE, "r-. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED +2n +1e +211 NOTE: • RAISED STUCCO BANDS • TRADITIONAL LOOK & SMOOTH FINISH 1666_ PLUMBING RISER 4" BE VERIFIED WITH PLUMBER 4° 00 10z" 11 FRONT VIEW SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1,,4„ 1'-2" I I n 32„ op N "2 T S SIDE VIEW FRONT VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED "12 SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH FOAM/ EPS MATERIAL IS ACCEPTED 9N FRONT VIEW c+� c%• N c C+� o Q as -o U- —�msr y O ti Q N � rdi 0 rsY c E c 0 w 3 Q 0 co y ao la n w a> T > c c -0 N E C m o a U 0 w j111 'o'IRO�WII f ill 0NP r ff'(1?1IEwt01�� To the best of the Engineer's knowledge, infonnabon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q � E m N M !/� N 0 LL y M¢f' z5 C J LL ,n 0 2 J LL — SSS w 6. z °'_ d t N0 W _o yN (_O Z ILm IL w co u, C' ZN OU U W ❑ ❑ CD z C> Z n Q rL N - N Z � � i--J (� V cn w o p ,o � O— w L.I.! J a �W CMO M M Na Q Z ce c. E � wo g'z mO i >� 0� 2 0 a gm —C:, o ° z E r6 ag p az �z w L ru � C G m0 a z N N J m ab ¢w �Z 3 aww g z W U 3 � y 1r- — S 00 ¢< ¢0 v F� 0 ao u5 0 ACV > cYj _m a H 0 L!•) 00 cU C Q T =) r a CO �fl U ( 0 CADco a CL H- LO c M Ln rn o 0 O 9 N oo N M U-) ' a) \ T E '^ L i r- Z Z 7 E O N La c n E U J Q J JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 9.2 J� W W r'IN TIN T \�•���f-�l�l1•_LLt��� • RETURN TO WA SCALE: NTS U 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 Xa OC LJL LL U) z C 00 f` VERIFY W/ PLAN TYP. ARCH DETAIL. Stairway construction and handrail to conform to the FBC Residential section R311.7 Riser height: The maximum riser height shall be 7 3/4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1 1/2" between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBCR Section R311.7.7.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). HANDRA SCALE: 3" =1'-0" :6 LP : FR{ ALL 2X1 'RIN( IL DETAIL (1787' SCALE: 1/2" =1'-0" STAIR SECTION 60 F�1 INN V MIRROR 6 IR m MIRROR Ili 4811111,, 4& 4& 4& 4& BATH 2 OWNER'S BATH KITCHEN KITCHEN KITCHEN of60 C [171 0 i LEI �& 4� 46 BATH 2 OWNER'S BATH KITCHEN rn STANC `1 STRIN( CLIP TI cv) o Cn N 0 En (1666)1 SCALE: 1/4" =1'-0" 40� KITCHEN (1787)1 SCALE: 1/4" =1'-0" NTERIOR ELEVATIONS NOTE: INTERIOR ELEVATIONS WILL BE FLIPPED FOR THE REVERSE UNITS. 4 KITCHEN NTERIOR ELEVATIONS NOTE: INTERIOR ELEVATIONS WILL BE I FLIPPED FOR THE REVERSE UNITS. 1666) STAIR SECTION Me+r 0 N !V _ O -o v m > Y W C M f, N _ m x C L.L f1. N O a •y 'O G'V = N C� Gf Q N 3 °' a� Y °1 a- c CZ c r� C E �O o � v ����� �e�l`�`tEti4411IHllllll S E•� •'•' U O. _U L F�"�//1lkEkttlllkIti1���\\ To the best of the Engineer's knowledge, information and belief, Me structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a vE o8 m I'N 0 N S tt'i cNo v # L� Q� J LL W �LLLL o_ Z c rn 1L t f0 0 W � 04 0 o m W LL Z cR�pjO' N Z d J N OU 0 U Z W ❑ ❑ C9 z �g V) — N Z fh C9 0 1lW� O LL T rn LLJ 0 w N c •, �N F- .3 U F— E 2 � 8 _ M �1 Z U_ E zoo SLL a O wi z0 oa t_ fd _ O V a ]O UU W Z O ° z8 w Z L ro Cl) C Q = .y V m a O¢ 2 Z N N J ,m QW fZ rg g� O aZ W d V O NW ti - o� r3 (7 0 ttttttt� O w y C O 12 > CO i N rn to ~ 0 i IM0 n CIDHO C QO T � a Cs 1 _ coCr " LO O cfl to a Q Z� E CN ~ 04 LO CM Ln 00 CD O O c 000 co N M ui E c Z N E O N T) c 0 o U 0 ci Q p J JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 10 . I I rL_ 1 I 1L -LLL,I' I I I I 7:12 SE' 9 ZONE-1 ATTIC SPACE 27 SQ. FT. — 70MPA 7nklr a sT U ..EA (1787) (1666) (1666) (1787) ZONE-1 ATTIC SPACE 27 SQ. FT. 12 ROOF PLAN SCALE: 114"=V-0" N � co N -o CV2 Z..W 2. CM v ca a C, o W C f6 C.i N U- N O (p O Y CU N a C 3 3 na L y CJ W 3 .O T C E O O d C.f i O u.. RO Qj 1% �j LL F L O "i' 10 'YQFESS10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W Q v E M8. 8 P 0 N y 00 (» N A , '0!D � v • C J LL W LL LL Z J W o mgrn o 0 WZ Nc_p �Oe ZC"LL i2QO. m w W [� Z N M z z C. a Q v J n- N U) IN N Z � o 4-1 (� N w o w S t!1 c Y 1.1.J J _ � 8 � d U ) �' Q�� • s c �W co o3f Z LJL o O E wo s° >p Z® H r0� N a adS oz ¢ a ¢w wg 2 i ra ao Oy U ND ' o Z Oz Z QW Z C � O U a W o� o y� wa =3 0 ¢_ O UU A � 2 04 0 Le >M = Q 0 f— O o � coa 00 T CL co c 2 °D o co m a Q M rn o 0 t` U) cD N M O oo j Lo EE s•a / Z E a E U J v Q c JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. (1787) (1666) GINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE C RSH ENCLADDING WIND PRESSURES AND SUCTIONS FORM AN ROOFOMPONENTS HEIGHT 5 25 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:121-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3ra 10 HIP -35.94 -49.57 49.57 49.57 / GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 -60,99 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILES ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I 1 I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (Sd) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I O I I O I SHINGLE: 34e' EXP. 1 (2%) or7%2" EXP. 1 (3/6) I I I I TILE: %2" EXP. 1 (3y16) I I r I I NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL LEGEND TOP OF MASONRY WALL —�J (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. _I -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 NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR SEE PLAN FOR ADDITIONAL 8d NAILS AT VALLEY TRUSS INFO.OUTLOOKER r 4" O.C. INFO. F TR III�►�»�Ie 0 % (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL BELOW: °.. SIMPSON HETA16 @ 4'-0" MASONRY WALL O.C. TO GABLE TRUSS BEAM OR BEAM BELOW: SIMPSON HTS20 @ SEE TRUSS PLAN\— a., 4'-0" O.C. TO GABLE TRUSS 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. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 1 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)1 Odx1-1/2" HTT5 5795 5/8" ANCH. /(26)1 Od x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 21/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 `* 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32)1 D 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 24-1 Od x 1 1/2" HTW20 1530 1285 1 24-1 Od x 1 1/2" SP1 1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 1 (20)1Od 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 M N 0 erg c 0 C2 G W = LrtJ L Cr M = u— ci. cn d o m 4 r N Y c 0 L ar cc N C o 0 r ROW IN Q` DNS E '•• nI ' A . G J '+ � w UJ < U C.O <� G z M foil, �OFESSIOC r�'�r�rttltiEi4lt`°`�ae� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W Q v E o m 8 Q N N 0 Cf 0 A..,,2 y W in.� to6 Q co v a w C U- -r w LL LL d J - _6 a W W N ��pjO� LL m w cc J LO Z Q ,n V N O U Z W W o❑ z z o J N N M z '5 �-J c LLJ 0 a V Ow N c d w � 8 zt °�' Cho' • CCOi� Q o N Ol co M o z ¢z LL i =o s >� Z® EE O u ' 00 ro wo E N t ao 40 az r W� 1, r0 cn g� m2 O O zr z rn J W m>z a ° s � zW 0 22 �� a vw W a ~ � y J � LI0 J o w1� 5 L 0 �3 a CV > cM F_ o— C c� H J L L0 n O^O co ) a Q =3 T 1 T c0 co WCL Cfl m ¢ Q 00LO00 0 0CY) O oo (/ � ai l0 LO co 04 r o Z 0 E w m c a U ai Q O JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 12 I I ' v+ A I 0 S 0 311 I co 0 J N i I N 4- v t5i d; i Lo _N 1 _N 1 0 c Q CD 91 FL E 0 S y LL 0 8 :a LZ 0 N 0 O CL N N N 0 a v a� N ENGINEERED CLADDING W ND PRESSURES AND SUCTIONS FORM AN ROOFOHEIGHT 5T 5 ftND RSH 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. (SO FEET) (-) VALUE DENOTES SUCTION I [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r , 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 I � ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I \� 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 ROOF SHEATHING: I Q SHINGLE: 3/16' EXP. 1 (2546) or 1Y32" EXP. 1 (33�6) I TILE: %2' EXP. 1 (3Y16) I NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tV32', SHEATHING SHALL BE FASTENED L . L I WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 112" 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 META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 112" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 518" 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" WALL LEGEND x2IQ" SIDS WOOD SCREWS & (1) 5/8" ATR 8'-8" TOP OF MASONRY WALL T� GARAGE (GARAGE) 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" 9'-4" TOP OF MASONRY WALL 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" 18'-8" TOP OF MASONRY WALL S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) SIMPSON SET w/ 12" MIN. EMBEDMENT. 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. 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 -2HOUR FIRE RATED SEPARATION WALL 4 4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 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 -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING "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 -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING HCP2 1 590 1 555 12-10d x 1 1/2" 1 HHCP2 680 570 1 (20)10d x 1-112" MINIMUM 3" MEMBER ** REACTIONS *}* DO NOT DRIVE ALL EPDXY NOTE: DOUBLE ARE FOR ROOF NAILS THROUGH ANCHORS SHALL FELT REQ'D LOADS ONLY THE TRUSS PLATE USE SIMPSON ON ROOF PITCHES ON THE OPPOSITE SIDE OF THE TRUSS, "SET" OR USP CIA-7000C (SEE MANUFACTURES 3/12 & LOWER. WHICH COULD FORCE THE PLATE SPECS) OFF OF THE TRUSS. REVISED 12-02-20 TYP. INTERIOR WALL LOADS — ROOF = L 1360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S 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. lWAa AT1TI016L (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. MASONRY WALL BELOW: a.. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ 4.. 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS a.. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1/4"=V-0" 12 DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6'j 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO, PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, Rt 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 (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 V1 SEE SHEET D1 FOR ROOF FRAMING DETAILS e+rs CV N ' c 0 N. t1! m a� o W aj c".a LL Li-0. 0- C � a H yca� o 61 V e 4 o u as N O. E eo 0 a ca 0 i`\`N\\�\111111111t1f//// eO WN .N` Q; .._ Q 3 okQ�, U C pA_ N a�OF E S $1O�i\`,` ��''�a•rll I 1 I INtt���<<° To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �* E a 08 0 0 a) co C N_ m .5 iK (/M Cl) F-J 0) M o " J Q y LL w tu LL 1 o Z a L4 0 0 C�w W63 Do: O_jO. w Z N N Z Q J ZOU U W ❑� z N fo z � Q - N (n N /Z/_nn C�C V O 0 w $N l!) c �N W J 8 .� U $ Q N O m � w p z 7d __j W� �Q Z O V w 0t �O 00 @ o XV a��Z DU Z—E g N ao < p �w L ro Cx z U m f F p ow Z z - � Cn J m O ab Q W �_ st° W a yw o 8LL ,r O `�"� zz1a a1 ov 3 0 N CM _ ~ _ CL C 0 J L LM n � QOHO T T'0 Lfl Co cfl V LO O C.0 ca Q Q tV C M rn LO 004 co N O oo j M Lo �- < r \ T E E ^ CO N L J Z Z E 0 m a E U 0 Q JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 13 vl c 0 c 0 I L0 0 q Go 4 N I A 4- v C Q to O I 0 0 VERIFY METER LOCATIONS WITH BUILDER PROVIDE 12" MIN. VERT. SEPARATION FROM ANY / ALL UNDERGROUND UTIL. WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL _11 18'-8" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL • •' ONLY. • 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 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 V 1 1 1 I 1L.1I11 \L r�V WP PER SPECS (1787) V V F (1666) �� rtH 5rtc;5 �• 1st FLR ELECTRICAL PLAN SCALE: Ya"=1'-0" P Riser Diagram 4 UNIT BUILDING 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS 1 1 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) 1 ? 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT R9 ELECTRIC METER Ja ELECTRIC PANEL DISCONNECT SWITCH L 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 e+Pi CV C%j C" 1= 0 ® -o ® d� O LN LLJ tom. a ✓ C LL d N y O fp m G d f0i � Q � � m W.t �. w m CP m w a -0 5 a Q, w w N N N N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a H Q o c8. to C)CM 0 N a iK I• Q M CD V 2s LL C -j 2 W to LL LL S a. Z _ o E @ 9 O r°�T co9 Z ILW N O Z Q Z N O U U 0 0 M !!2 Z gN Cl) Z aS Z o v J QW V) z GN N LL w g o IS • U O^ t/ / w s L� N W J t U c `� 0 • co w Z 01 0 � QE o _® ca I"- K a � U �U oQ Z o t N T a� g`; wZ ¢ to NC ao IZ y m� a O¢ Z C C J wo �b >� < 3i 8 Z W �w nj o CO Ala a 03 C CN 8 rn a 0 o i J LM0 n (II -p OQ O^O C 0 Ta.1 T Y C1 (� m n O � CL Q 04 ~ CM 00 o 0 .fl LO a) c0 N M O oo j U-5 ui (0 E_LOr to N o Z Z E O Iu cc cc E a 0 _j a o JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 14 --- —1 -__L_ 1 i L 1 1 __ 3 v rr M 0 I cn Lo Cr 0 0 J N i f c C c Ln 0 L0 0 J I 04 N WALL LEGEND r- 8'-8" TOP OF MASONRY WALL (GARAGE) 9-4 TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL '-8" TOP OF MASONRY WALL •2ND FLOOR ONLY. • FIRST FI_009-RE-L•, -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_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SYMMETRICAL I SYMMETRICAL I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J (ns7) 2nd FLR ELECTRICAL PLAN SCALE: Ya"=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. (1) 1 J" 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 BLEAKER 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FEF DUPLEX OUTLET ABOVE COUNTER FE�ipw.p. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH t3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX F-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 (Q� EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D 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 I� ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT e•� ar.>t co+.+ co 0 0 C0 d� LLI O W t O if a [Z O C �O fj N � O Ot 'L as 2 m o+�r4 C E 00 0 a c.+ CV N N N CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E g � o a� coo N W Lb Lb 04 fh ' J LL LL LL a. � 13Z JLL a —vim a �[ r 4� W ` ; o 2 W Z LLL rP U) coZ d r 3 N OU U W 3 U) ❑ ❑ 0 0 cl zCN z � Z (JI N llz^^ V V L LL N LIJ 0 W s N �N c U) fa �- w W U zL U � � Y �0 s w M O Z J E zo %� >9 a O V w� ❑a (D cc ¢r v ❑ E ag a Z aZ CV �o 2FF w J 3 ab¢w 0'2 ZZ gi 3 a mw 3 wLL <0 0 CDmom_ zla u 3 ACV 01 0 0 > (y) 0 2 J 0 O 00 n T 0a. A T N co LO CC O CV ~ 00 N � 00 O - C L.() O CD N O C] 00 N L 0 1 0) \ T E CO N r o Z c0 £ 0 a U 0 Q p JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 15 VERIFY N LOCATIONS BUI PROVIDE 12 VERT. SEPAR) FROM ANN UNDERGRI (1787) SYM TRICAL (1787) 00 150 AMP 00 150 AMP 150 AMP 150 AMP ELECTRICAL SERVIC E PLAN SCALE:Ya"=1'-0" C" c*a O c 0 CD W �a M. W O = ci C' o c ev V as ti c W a Cc � L •a 1- O CC e 61 CV >: N Y y cs w c L) 3 3 e° W ar 42 • u m rn ez c E fO o � U L C N N O N N N To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, a co$ V O N CD � W y N Oro In h 1` I» a M CD sf LL m J Z JLLiL w a - v o m c � W0�pjO7 L a CS 0�C Z m w J � N Z Q J (y OU 0 Z W v M � Z N Cl) z z� U) Q d N N N M z GA C9 0 LL fn LU Q A V 0 W g V) C U W J t 8 _ U '0 d Q N O O w M M w o Z < IWL o W ao ® E � V Wo H n] $'' XU =OU Z N aO �� wZ ,22 L w QO ¢� mi r0 N c - C o 20 C)Z zE > 5 W J < iZ $� aZ raw W �g o o CO wa > a � z °d i; 3 ACV E2 >M _ a O C) L0 � �° Q ono :3 c r a°Cr co °' o co m a Q CN ~ co rn N CD o 0 0 00 N LM �t1 o) ` r E t9 Z � E n E U -j Q c J JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. 14.1 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service: Always look for the Mark on the product. UL permits the reproduction of the material contained in theOnlineCertification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and In a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material, In addition, the reprinted material must include a copyright notice in the following format "@ 2019 UL LLC". UL and the UL logo are trademarks of UL LLC 0 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 - V DensGlass® Ultra Shaftline(I Thickness: 31/2" (Fire) 113/4" (Sound) Approx. Weight: 9.5 psf Fire Test: WHI 495-1290, 11-15-94; ITS Design GP/WA 120-04; WHI 495-1295, 3-15-95; WHI 495-0743 & 0744, 1-28 8 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 plaster may be applied to the entire surface of Classified veneer baseboard With the joints reinforced with paper tape. 3. Nails— 6d cement coated nails 1-718 in. long, 0.0915 in, shank diam, 114 in, diam heads, and 8-d cementcoated nails 2-3/8 in. long, 0.113 in. shank diam, 9/32 in, diam heads. 4. Gypsum Board" — 518 in. thick, two layers applied either horizontally or vertically.. Inner layer attached to studs.with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs over inner layer With the 2-3/8 in. long nails spaced 8 in. OC. Vortical joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. When used in widths other than 48 in.,gypsum board to be installed horizontally. Georgia-Pacific Gypsum, LLC Design No. GP/WA 120-05 Non -Bearing Wall Assembly Area Separation Wall ASTM E119 Rating 2 hours 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: ToughRock Staftliner or DensGlass Shaftliner Gypsum Shaftllner: 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 Y2-in. (12.7 mm) DensArmor Plus Fireguard C Interior Panels or 14-in. (123 mm) ToughRock Fireguard C gypsum board. 3. Steel Studs: 'H' shaped Studs, 1-1/2-in. (38.1 mm) wide x 2-in, (50.8 mm) deep, roll -formed from minimum 0.018-in, thick galvanized steel. Cut to length h-in. less than the openings height and spaced a maximum of 24-in. (610 mm) o.c. 7. EXTEND THE (2) LAYERS OF 1" THICK USG GYP. WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA 2 Hour Fire Resistant Soffit SCALE: 3/4"=1'-0" 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. glk SEE PLAN TOP OF PLATE .`: FIRE CAULK EDGES AT EACH SIDE TYPE "S" MORTAR (TYP.) DBL. 1x PT NAILER 1/2" GYP. WB. 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR 117- PROTECTION 1 Hour Separation Wall SCALE: 3/4"=1t-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. N O N � 0 O a ua o" ca m :5 o o a F.LU LL G Z m X N = LL Q fC O H .6 N Vf O _d rq Y CU C7 CL C r Q � 4at 3 3 M a a a m C d c o N O-� c to Ea >w r, 11l t l'ttr��y�r' `,`���►►ut �zt0Wiy !�0 y F ii a ' ;L ��aV Z. �\ 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. a E 0 C -4 cc N N OrC " Vl �tiZ.2 F M a M st a LL C J u- w I� Z JLLLL o- o- p O @ N Wy�pjO� Z LL m w N N Z Q J J 1- Z OU 0 y W 00 Z N z z¢ J d U) N Z � o — U. LAJ O= � V g t.IJ J H E 8 _ $ U z Y a 0 � g, o M i Z M �� �z a CL w� oa o Fc6 cl C U d 0Q Z O (O L °di <p wZ 4? • ra C,O C _ C � h mg o O� Z Z J m < m Q W to Z � aZ W U MillCD V 5 a � 3 0 `CV W > rn CL CL O O il— -p O 0000 C 0 U co co co _o 00 CL O Q a CV F-- LO M rn o 0 i` Ln u0 M O oo 04 Lf 7 1 o) r iu E c Z E O to M C a 0 _ N ¢ o C � JOB NO: 22-12488-12485 SCALE: AS NOTED SHEET NO. 16 o+ 3 c I rn .n M 0 I cc u7 00 I _N I f Cn B Q 0 0 0 La N I N 0 CKi v+ 3 93 N E E 2 0 LZ N O ~ 0 �I a 0 LZ N N N 0 a i� 0 N _N Jj Cn Cn o ; ,d•, ; , p; ; p•, p ; p ,; ; ,' jj ; • , ID,, O O O O O ., 8F8-1B/1T 8F8-0B/1T ulov- :O, O O O O O O O O :•': 8RF14-1B/1T8RF14-013/1T 8F16-1B/1T 8F16-0131/1T ••0- 0 81720-1 B/1T U20-013% T O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ' 1-1/2" CLEAR W , Lu C.M.U. v�LryO WPM =S w0)9Z o`��n uj o w rn ! 5 REBAR AT BOTTOM Z 2 — MIN. (1) REQ'D ,iO� N 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 cementibuos 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 (E� O O 8RF6-0B/1T 9 'O" 8F20-1 B-2T O O O O 8F24-1B/1T 8F24-06/1T OO SYMMETRICAL CE� n �) O I SYM f TRICAL I O MIN. r I MIN. nE 1ST FLOOR LINTEL PLAN SCALE: Y"=1'-0" e+; h «_ Cr} ? o C7 a a ti p C Cn V N LU V- LL-a ac = cc a N p iG Y O N Y $J2 d > E s c CVCD 3 to ua a U, a c E o �v 3Ro wN ro To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Ow E o ce)$ o 62 N CYI •, (n C-4 0 r7 'T LL Q C J U. w LZ u o Z i m �� a x �C?_ 0 W ' @"`° m W Z LL IL tR�O_�jO' w o N ZN OU W ❑ ❑ z �g _ QC1 - N N z w W Q A U 1pp0 Ol1J p IN c "' W J E t 8 ._ U Q o • rn fop c+� w z z M zo z o O >; ZR Z Q O E E E y❑ K O az D O Z � qd Q 2 W U) C - C N z O yo o >�Z z co aw Wp c� 3 mw 1G o �'z �< �' Lo co rI5 z a OU �N 0 M = a iv � o 00 c = r a° CID cfl 0 O CC)4° a Q LO LO � 0 0 O oo j Q i ai t— E L ! r Z m Z � E O E c d U Q JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. L-1 --- ----- - A - - r I. L I I I _ O ;,d;; ;,p', ;;p,; ;,p;; o' o O o O 8F8-1B/1T 8F8-0B/1T- J.- ' O O. O O o O o, O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T © O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ' _ 1-112" CLEAR Lu W Cj X C.M.U. mourn W J H�W U) oNQ? �O cow ` 5 REBAR AT BOTTOM a ZO 0 MIN. (1) REQ'D rn 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES- 1 THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O U61, SF16-OB/1T OO o O o 8F20-1B/1T 8F20-0B/1T O r : r o O 8RF6-0B/1T U o 8F20-1 B-2T O O o O 8F24-0B/1T 8F24-1B/1T O O (1787) SYMMETRICAL D UD (1666) SYMMETRICAL (1666) 2ND FLOOR LINTEL PLAN (1787) SCALE: A"=1'-0" e� c CO, -o :I. W o _ G A V N Ld irL 7 -o m ac N C "- d �o t Q N W C2 u � 3 i a. m tj A � e�'a W O. X, �Q 1 v i t t l Uffll�rlr ,\,\�1��1\11i11 0 W/V �,. S _ ,^ A �(� 1 �O ' F L , To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. !W a EE O N 8 0 m N_p 00 n to An N Q C J LL W ca (L Z JLLLL .c O1 a W 0 Z LLW co�pjO1 m w U) N Z N OU U z as z o Q v J 4 � U) N - N z (h ,n GA 4-1 U) LL L.L, U 0 WQ) s N C N �V) r W W z Q 0 N � O ccM C7 O W Z E za .a S" s >� z0 Q rB z R o oa � Z F� p E N f6 oa no `az o oZ �Z wz It ar ra � CY0'.� C ag z wo m� o ° >~c z < ° z ul pwS O O d W ,r o 0 3 0 ACV > co rn sz °o C) M �- N L J LID ICU C Q =) '— a°cr c� CAD O � CN 1— C .Q M L.n 00 o 0 O (0 N oo j Cn � a) ` T E CD r Z _04 E C)rn C a a U -j N Q p JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. L-2 3 N a LO 0 i to 0 0 J i i 4 Q 0 i ra Z. IT N I ;u 0 rn c 3 0 S. c E LZ 0 v a 0 LZ N N 0 a N N N N 0 I "DIAGONAL SPACED AT 16-0" 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 BLOCKIN BETWEEN TRUSSES SECT. A -A I- 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 TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS & PLATES AT O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY BE NAILED EACH DIRECTION TYP. U.NN.O..O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE LAND IT T LAND S NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST G. 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) 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" �C O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB--':::- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 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. —� A CHORD AT ALL HAND FRAMED AREAS TYP. DIAGOP AT 8'-0" MAX TRUSS SCALE: 1 /2"=V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT � 0 i jzl� 0 ==_ I— - 019 -. • • . . • • • • ��$ls� • • - • - • - � � 111�/�S/a =i�i%tea_ • • . - . • .. IMAM?`�� • - - - -�0, - • • z C i C - - z SCALE: 3/4" = V-0" 4 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" V-0" 6" 6" 10 Jp TYP. TYP. O O 1 O O O O- I SPLICE O 1 O O O 2--0- SPLICE BEYOND 2'-0" PART. ELEV. VIEW 1R"nr Z�Z•� E LIR E LEI E LEI E IN3 IIIIIIII_I__-� - A� (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER OGETHER w/ LAFbPLICE PART. PLAN VIEW (2) ROWS OF 10d @ 6" D.C. LEDGER SPLICE DETAIL(54 SCALE: 3/4" = V-0" - PROVIDE W" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES —@ 24" O.C. ICI DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" ` EMBEDMENT PER 54/1311 SPACING SIMPSON HGAM10 @ S 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 MASOi SEE P DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1'-0" ION-10.11 -rnCAIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X W 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" = T-0" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2)16d TOE NAILS @ EACH END IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD O DABOVE AT EACH SIDE VER PARTY WALL C 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 (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 5401 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 I FLOOR TRUSS FOR AN AREA < 1000 S.F. OOR TEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) J"x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM 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 SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS a ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING.-7 2 THE CONCEALED SPACE INTO APPROX. EQUAL AREAS \—DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. CONT. IN EA. COURSE FILLED W/ GROUT (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A 1" P.T. NAILER HABITABLE ROOM ABOVE) W/ 1 3/8" R-3 MIN. INSUL. PER. FBC. DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) TYP. "S" MORTAR (TYP.) U 8" CONC. BLOCK (TYP.) PER UL905 z =� �a 1x P.T. BASE NAILER N a 6x6 W1.4xW1.4 WWF. g 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 T • • Sk (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION (PWO SCALE: 3/4"= V-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. BASE NAILER BASE BOARD PER SPECS. —\ CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 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 ITOP OF SLAB 0'-0" F.F. 00 VARIES WITH o SITE GRADES TREATED SOIL 0' SEE PLAN fV o 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION r55) SCALE: 3/4" = V-0" REV. 08.20.21 M N C" -o 0 o o o VIP m C A V C-4 Co x v- = o y fV L y y o d dawn �Ca � � ra �dd.a i d C in Li C E A a ,\111R101wli���f�/s � 11r ♦ ? 6 % ,G N cc (-) 1,0 2 < � ♦40 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E a o 5 Cq d N�'�3 ' ��o rA C :N i C -1 5 LL W JLLLL crn o = m0 S W : Co(V W_ _jO' m w NZ d J LL 0 N OU U W ❑❑ ch Z N O z � � z o v J — d M V) z v LU Q A U 0 �N W - c.) co 01- Q N c o coC13 M 01 w z 4 �C a_ ±z o E: 0 w� ¢o �® W a � ,- 0 � Z<� N a� �$ aZ • ra N C a U h m� � o Ou Z Z J a am Q W �z y y N a3 $� 0 a �r W U ZZ hLL M, X3 Z H za a ;3 °tV 12 > co o) a L J LLO 00 (� c O r = r-- a0 Cr c1 cO U) LO CD cfl m a Q N f-- M rn o 0 .0 co N M oo N u') I E Ii J r z M z �; E O ME a •0 ci ¢ o 'i JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. D 1 --- , — ----- --_ , u I " , _ I i 1, I I � 1_ L v+ 3 v .s t v Q OLO I co J I N I 'st 0 tT 0 Q L0 O I L0 CD Z. V I r I v c� 01 C 3 d N v O 2 c J N d 0 v U 0 i a 0 0 0 N 0 a N O N N N 0 i Ci N EVERY 3RD COURSE INTERLOCK MASONR` WALL SECTION A -A A INTERSECTING FULL BLOCK COURSE AA WALL INTERSECTION SCALE: 3/4" = T-0" INTERSECTING WALL EVERY 3RD COURSE INTERLOCK MASONR` WALL SECTION B-B INTERSECTING F BLOCK COURSE WALL INTERSECTION SCALE: 3/4" = V-0" INTERSECTING FULL BLOCK COURSE (FROM OTHER SIDE OF WALL) B B 61G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1/4"x2 1/2" SDS 132G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS 9,-4e 8'-0" EXTERIOR WAL" Vr r r I Id SECURED PER NAILING SCHEDULE 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 2xl2 #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 1 SECTION AT ENTRY D2 A 2" TITEN HD W/ MIN. 5" EMBEDMENT SEE SECTION A -A ,! I' FOR MORE INFO. 2 PLY 1 3/4" x 16" LVL (1 ST PLY WOLMANIZED) LEDGER OIL 20'-0" — DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER Dili -lid: .: e SECTION VIEW MASONRY PARTY WALL, SEE PLAN FOR FILLED CELLS INFO (9) 2" TITEN HD �u (6) 2' TITEN HD EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE 2x12 BLOCKING @ 24" O.C. W/ (4) 12d TOE NAILS 2x LEDGER (2) TITEN HD @ END X-X SECTION (PLAN VIEW SCALE: 3/4" = 1'-0" B1G TRUSS USE: • SIMPSdN HGU3.63-SDS x 11" W/ (60) 1/4'ix2 1/2" SDS B2G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS TRUSS CONNECTION SCALE: 3/4" = V-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE TB13/D- VARIES W/ ROOF SLOPE PLYWOOD ROOFING MASONRY WALL MIN. 2X4 #2 SPF P.T. SEE FLOOR PLAN CONT. W/ (2)1/4 FOR MORE INFO — TITENS SCREWS AT 16" O.C. LD05 D2, TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXT. WALL V N m A -A ELEVATION VIEW SCALE: 3/4" = V-0" DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER 2 PLY 1 3/4" x 16" LVL (1ST PLY WOLMANIZED) LEDGER J. (4) 2" TITEN HD M N C= N o cma� ti m U- C m V N cLLa. 3 s 3 N d St t E � o a � 0 �,`�����lltttctttlrtrrrr�� •'"•NSF_ r Y • 4 F U ••`••.,....0 %its .••. 4�? A�, �� SS i\�\\ S '!'1 r11111 I i v,�����`\ To the best of the Engineers knowledge, information and belief, the structural plans and apedfications contained within these drawings comply with the 2020 Florida Building Code - Residenbal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W F v E O M 8 V N : � c 40 �NO� di ik y ch s7' � J LL W V Z 0 LL u a J Lu c 11 0 o a +t> 't0 N c0 W (0 T m Z ML LL I 00 N N Z Q J Cl) Z OU v W ❑❑ Cr R z zoo 4V J t/N - N zC1 10 U' (13 w m � a V O s wUl U) A r 8 Q N � O C M zZ w z LL- E E s =o Wz }� 0 N V ~ m wz o O ¢ oa j 00 U ^ YV E Kh a z � � Z z N t0 i a w � w .��.. ^ C s oy0z U N O o Z } z�� J a ° �z N a 8� O U a 0� W �o wLL r�- 2� UI0 ttt� t0 is a �N 0 12 CL J i LM n �^o c Qo Cl-° co Cc,(n m a O Co a Q V C4 CIO rn o 0 t` Li) to Q M O o0 N Ln �• 1 (� � T� N E '^ Y + r Z m Z E N c Q. E U 0 Q p JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. D2 I __ ___ _ u I II I -Ill . 1 11 1 1 I - L I L 0 a� Lz: N a� 0 5 CL N N N N ai 0 a v Cn 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, ACO-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. GLAZING IN DOORS ENCLOSURES FOR HOT TUBS WHIRLPOOLS SAUNAS STEAM ROOMS BATHTUBS AND SHOWERS. 5 G NG 0 SAND 0 Y T F A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE F GLAZING IN AN PAR 0 BU G L E CLOS 0 0 GE 0 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 t 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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7, "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2,2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ, FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.13. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148", 16d = 0,162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includinngg all risers and splay heads shall not be installed Hnihin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior so, treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 C Cn La.II o Lit-. d > W o 0 c.i�- G f0 V N � m X o , N O 4 d (V x d � Q � 3 ` cc W (n CL c E o c. cs w i ago W/V LO •� N` Jrty SStC14 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. AN W gco 0 E N yJ �aD t r-01ZV . Q C -1 LL W LL (� _ J LL d w m c Z2Q o �fON �_ m ILWcng6jQi "j N N Z Q = N OU 00 W 00 UI M tt) z N M _ O z �_ Q CL. N M z � o Q) (DN LL jr 4-J fa C43 w 0 ,,., $ NLn c ' W 2 �- E 8 _� _ CS S C Q N 0 o w chi M Q z Z Q u-�o a p w0 ? Za oa oCL 00 �� - Q Z i d 8 z ag Z d (n CY C ms OLL z '� a z �w W 0 Z wa 7 r >_ o a 2N 0 M ui co CIL 0 ~ 0 L LM0 0000 co C Q T = '- Cr a0 to C5 (n " LO C:)CO °oo CL Q }a N F-- 00 04 LO M rn o 0 C LO (0 04 M 00 L0 d- 1 0) r T E CLO (D 04 T o Z Z E ill=ll ca m ccccc tl E U _j Q JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. SIN 3 �r 0 LO O I LO 0 9 N 00 i chi 0 i 0 J 4 LO N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II III.[ 11 . Imo, II.... I.. ... I I {.I..... .I.Ir ... '��ll :o ..>�1:::. E.I................... {. .... 16GAx1-1\2" LONG (3/4"-1"CROWN) L .... B {l.l. ...:: I. STAPLES @ 6" O.C. VERT BETWEEN ........I..I. MAX . l .I . I......... I. fI_ f..I.... 16GAx1-1/2" LONG (3/4%1" I......... I CROWN) STAPLES @ 6" STUDS (NOTED THUS:—) -OFFSET I I I STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O 0 5'-0" 9 - c� STUB -OUT FOR 1'-0" 0 9 LO GAS METER 0 o � U 9 H • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'41 (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'4' (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 Series Thickness Filler Block Thickness 3/4" or 7/el 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 ,�, 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 FILL CELLS ,— STD. 90° HOOK BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 BAR HOOK �(�� BAR F 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM r 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 j SHEATHING PER PLAN I� CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI 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. 2" min. )Small gap 2" max. 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End I Intermediate r - _ 9 1/2 2-8d 2-8d ® BCI 5000s 1 11-7/8" 1 2-8d 3-8d Clinch nai 9�1/2" 1 2-8d 2-8d -- when BCI6000s®I 11-7/8" 2-8d ! 3-8d 2-8d 5-8d-- - possible BCI 6500s® 14" �I l G �i Is 1) Support back of web during nailing to prevent damage to 17 web flange connection. - BCI 60s8 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. BCI 90sO 14" 5-16d 5-16d 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 q 16" 6-16d 6-16d - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmoutn 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 bad 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 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block 1 (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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 7 16" 2-8d I 6-8d -� 11-7/8" 2-8d j 3-8d l4" 16" 2-8d 2-8d I _ 5-8d 6-8d 3-16d _I 3-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer � Plumbing when load bearing - for lateral support when joists ["Llf"C7 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.* - - L Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -staking walls 10dnails SECTION @INT. BRG. WALL requireaddftionalconsideration. — N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) ❑ co 6" A 1Y" ROUND HOLE MAY 6',6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger 5/8"0 THRU BOLT SIMPS( wl (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) I I I I I I I I I I I III I (III III= -I t l Nail with 10-10d nails. - Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR '• .. • FOUNDATION INFO STEM FOUNDATION ✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. L 1/4%2" gap _ f Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0 requirements ��'I✓ 0.6XJoist o depth Rom ;Li I -JOISTS BUCKETS N.T.S. GRADE f--REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 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 d I-1 1 I —I I —I � d d " -Il�llllllllll PLUMBING LINE PVC OR SCH40 SLEEVE C d 0, 4 • I�IIII,-11 i SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION —\ PVC OR SCH40 SLEEVE � PLUMBING LINE d L d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d° a n Il ,lll III=11 4=1�1 ill: I I� I —I ° SEE FND. PLN. SIZE & REINF. ems 0 ca c�a o d T W LJ N O tJ— M C M N w.. C W Q. _Ao� y d G fII -cc"'' N Y d C= 3 ra is y m sa N G � o a �������'��` ��,\,�`,�P,R9OI�r F L.O ?r'FE S S10�P \\\ 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. h � E 0 °o i A "o cli M C7 C, LL a rLLw -u t- U.Laua Z t of D 5 9 o W 0 2 1— m W O1 Lu LLZ L N Z G J LL N 0 OU Z W pp CD Z N � z z � � a N — N N z -0 0.1 LL t` Cn f6 w - V Z O W g Vl c "' 11 �c) C? W J r— — E t 8 z� C 0 Q N 0 C M M z 0 w z z U_ E Z' o >� d E 8 r0U wo �® Da o I_ O E oQ az o� dz Z ro _ z Yz� ;m o ZN= N <� z "uri g' o z yk W U �o H � I _� J o w` '_ v i s a 0; : C `(V >M I � m CL C� F— 0 L LMO n 00 (� -p o T T 0 CrY Cfl (n o o. Y J O co �. a t: CV F- 04 c M 00 o Lf) C_-) 0 = c1 N O 00 CJ M r� Q E .0 - z z E a E U ¢ p JOB NO : 22-12488-12485 SCALE : AS NOTED SHEET NO. SN-1 PASCO COUNTY J FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) PRE ENGINEERED WOOD 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z TRUSS @ 24" O.C. U.N.O. APPLICABLE. d ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE HURRICANE ANCHOR @ EACH 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 6 W/ R903.2, FLORIDA BUILDING CODE TRUSS (SEE UPLIFT SCHED . W/ ( ) @ 6 MAX FROM END OF 2 x PLATE 7TH EDITION (2020) RESIDENTIAL METAL PL. UNDER EA. TRUSS (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N MOISTURE BARRIER CHAIRS (TYP.) WWF OR FIBERMESH 470 SHINGLE ROOF, SHINGLES TO , o e BE IN ACCORDANCE w/ ASTM . ' p D7158-CLASS G or H, or ASTM - ' q D3161-CLASS F, IN 12 ACCORDANCE w/ TABLE- (TYP.) R905.2.6.1, FLORIDA BUILDING VARIES 1 CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON FRAMING SHEET FOR TYPICAL INTERIOR BEARING SHEATHING AND FASTENERS ELEV. VARIES I WALL w/ OUT UPLIFT GG 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE S s co 6 MIL VAPOR BARRIER COMP. SOIL. ° (COMPACTED TO 95% — — — MODIFIED PROCTOR — ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/1'-4" (1 STORY) OCHAIRS TYP. STD. 90 NOOK (SEE 4„ V-8(2 STORY) U.N.O. DETAIL" ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND -. DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--, BLOCK WALL BEYOND Ill 14'—]�O.H.D. RECESS z �� SEE A/S3 OR J/S6 —`I I FOR REINF. INFO. I I I I l r 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 SCALE:3/4"=1'-0" S3 V' 'V ' I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'1 (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" = 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS / 2" 6 x 6 W1.4 x W1.4 O WWF OR FIBERMESH / 1 WWF OR FIBERMESH „ z 31/2" MIN. 31/2" MIN. ELEV. 4-3 1/2" I 2x4 CONT. - - A.F,F. 0 • p / p v _ 1 7iT e I p p��(i41/2"mn.E) ° —31/2"(min.)-4" 00 GARAGE DEPTH VARIES 31/2"(min. - 4" — 31/2"(min. - 4" - — - - _ — II GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL N I I I I I I w/ (10)10d NAILS TYP. I 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 - FOR CLARITY NOTE: r - - - CN *FOR BEARING WALL - -_ W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION rD� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 11 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 A. A GRADE _ qf�"";'#5 REBAR w/ OPT. — I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE LE SCALE:3/4"=V-0" S3 EXPANSION JOINT • • I I �l SEE A/S3 OR J/S6 ` -1 Ir I I II I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1, S3 ADDITIONAL INFORMATION. (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4- -4 8"' U.N.O. MIN. U.N.O. I I . TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP IIII'CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 COO SEGV���� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?Gs 1 NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C \ �s Ica �NUGU INSULATION PER FBC AND ENERGY �/ 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' \ INTERVALS NOT EXCEEDING (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: 10'-0" (R302.11) SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE „o , „ , „ „" 5/8 x 10' J' BOLT @ 24 0/C W/ 2 X 3/16' METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c ^ PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH Cl) E E #3 OR #4 REINFORCING BAR u p • z_ #3 $ #4 LAP SPLICE GRADE 40 MIN. F�40ks�ijj aaDFINISH GRADE °0 25" MIN, LAP [30" MIN. LAP] [GRADE 60 MIN. F a g m D c? — 6 MIL VAPOR BARRIER C °°Q— ° R 1 7/8' Uj 1 #5 REINFORCING BAR #5 LAP SPLICE ( — COMP. SOIL. COMPACTED TO ° ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 811 1,4„ 8„ 95% MODIFIED PROCTOR ASTM 10" (TYP.) D1557) 4" rrr 114" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" �,13 SLAB INFORMATION. VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM (D SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH O 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. xx SEE PLAN FOR CONNECTION INFO ° • � _ TOP OF BEAM _ &LAYOUT DESIGN a � Q SEE ROOF PLAN �_ ° a'. ' ° (2) HTS20 FOR STRUCTURAL -r E _ — —_ v m Cl) c E. BEAM SIZE & E. a CONNECTION INFO o, 4 8 P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. FROM SLAB 0'-0" J CONT. BEAD SEALA� •.' INTERIOR a.. a. -3 1/2" .. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 1204) CONCRETE SLAB m a CO C E _ M 6 MIL VAPOR T BARRIER 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 6x6W1.4xW1.4 N ' WWF OR FIBERMESH C, i' - A 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 a ac4 P.T. PLATE 7116" O.S.B. COLUMN LOCATION T. • 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE c > SEE TYP. WALL SECTION FOR ADDITIONAL > w � 6x6 P.T. #2 SYP SLAB INFORMATION. Uj rM o W ABU66 SLAB STEP & RECESS 6@ S.G.D. SCALE:3/4"=1'-0" �S3 SECURE 27,4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS 1 MASONRY WALL AND COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. SIZE VARIES PER PLAN M = w/ MIN. (2) #5 VERTICALS ? GRADE M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) z = _LU - w Cl)w ITTz BRICK PAVERS or SLAB PER 00 v • r • "• - z < COMMUNITY SPECSLL 0'-0" FIN. FLR. -- --- - - --- I' -I FOOTING % TOR L3' MIN. CLEARANCE REINFORCEMEN FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL Cri 0 N o d m UJ �La Cj o LL• C t0 CI N -o Co >< p- fC N p � 4 N 3 °' x > E c CU G.7 r 4 3 Co ea d m a` N a� � o d y 0 ?� ..�NS••• 'j 4.4 �LOe�•�•�?��` Jr/11/�itlllilh1`1e,`\` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E E C Loo N N 0 J ri LL 4chv J C J u_ W .^ J LL LL a a 13 V w 11 Z tm°; oG w o W 'ff^ o°� W °i m w < Z to NZIL CL a N OU � 00 Z W ❑ ❑ � R z N M z � z a � a — N M N z LLJ a U — 2 0 L,-, g (n Lr N Ln II J e 8 = t c Q 'Y N Oo o CC)�z M z � z E a � i ❑ a CIL X U a J O O� Z N°Qz t <S �z a? N Y m o m� o O¢ a z J � N N a am w w LL z O U a NW W L) 3 ;� �L Jo c F� x ao 0 ACV > t-0 2 �- O 0 LO o^o : r a° co O v / In a Q _c.6 c L:� a) O O O oo j Ln E E CO N f o z f0 C N E E 10 C a E .. .� 0 -1 Q 0 J JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. S3M 1111 L 11 1 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 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. S4 12 SEE TYPICAL WALL SECTION (T(p) 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 r 1/2" EXTERIOR GRADE SHEATHING —"- nI- FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/CAMAX�W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED C STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE TO DRAIN EXTERIOR WALL CLEAN -OUT rA WALL SCALE: N.T.S. �S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT F 1 — SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C z(Ty7P 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 BARRIE I —I I ULL 8x8x 6 BLOCK SIMPSON SP2 w/ (12)10d I/T NAILS AT EACH STUD \� —DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKIN ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT IL REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) Ej SL� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W! (1) #5 FOR CONCRETE PLACEMENT • • • • • • •- • • • —iI"' ��II�I �IIII IIIII �I�I�� III _- 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 BLOCKING (TYP.) \�—ROOF PROPERLY. TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL . T / O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ..,: GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. a e a e 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" 31/2"- 2x CRIPPLES @ --i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" --i O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOORSTOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. /� GARAGE SPLICE NAILS TOTAL) EA. SIDE OF , DOOR 48•�PLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (1) (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 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4. • �N �10d @ 8" O/C ATTACH ALL 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 rM SCALE: N.T.S. �+4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC /' RECLINTLINTESS SP4 SP4 / SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 j LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END •) U 2x TOP PLATE r Cn 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" '' O.C. MAX. PROVIDE P.A.F• NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE AIS3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE 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) 3,(4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. 1 & NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE F 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BC)TTbM PLATE UU 5/8"x10" "J" BOLTS tb 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 @ Z-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) oSHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. S4 eo cv 0 s+r c try o C=v > c W " a e- C= C cc Ci N �LLa N O Q N Y � 3 = °7 d�j:_CU � 3 3 CAIW cam® N E. A C e o a U l4ijtvl/l/�ll,•���,��i�i ago • ti� • _ Q ' S� _ rZ0 • 0� , z F L. O , • ......• 1/tliirit � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E IW V 0O N (a C .@-C. �nrl to N O ik LL Q C LL W M LL LL a Z m q °' a 0N_MN�4W =Mj W m J =N Z CLL O' 00Z Ui�O�nf W pp (a-n-M zzz N z " cc a)90VI f6 W W jt` 0Q) w s vru U W ' J t I z� L •j c wI 0 ffi CM M o9 Z EO w; -0 >p aR Q 03 V Z® oa H 0 0', $1 z L ¢$ d � ,_ ZZ .0 mo Z 4 Z - � Q W _� 3 W 8b � U �w V �o NLL r- r� o co �a �I= �o a2 co za I °3 �N 0 LA > C'7 a O J LO r— coc O �O Qr— TTD_ (.0C (n m� a O Q T ~ M rn o 0 c L0 (0 N M O j L17 d" con ' a) r �_ c0 � z O U) E cc a ai U � Q p JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. S4M SIMPSON HGAMV W/ (4)1/4"xl 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 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO§ BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH SEE TABLE ( ) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & 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 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD EU INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX, 911 IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 `- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T' ON TOP OF PANEL 10dx3" @ 4" O/C INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. I I I BLOCKING, FASTEN WITH " " MOISTURE BARRIER SIMPSON META12 w/ (7)1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/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 PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 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 r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ • WOOD TRUSSES 1 1 1/ co � 2"x4" CROSS BRACE (2) 16d NAILS 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 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT �� �� �� �� 11 1 (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL " 11 (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS It I 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 Dq OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL W GABLE TRUSS EB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 16d PER SIDE 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. ��5� SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 rW00D TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xi 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4'T"ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g _ IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 211x4" MIN. 'SEE EMM/S5 CROSS BRACING DETAIL J 1 SCALE: N.T.S. TOENAIL 1 (2)16d NA 12" SH SCHEDULE ATTACHMENT i SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 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. S5 SCALE: N.T.S. S5 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • Z w BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL 4RCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. I11IIII IAA! 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 rL� AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 010" - 3'-0" 3'4" - 6'4" 6'-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 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 1 Odx3" NAILS @ 4" 0/C, 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) l/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS '--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=T-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. CC o 0 a qc� CORNER JACK Y v¢ W Z m O U , HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e+� N o_ C o o m a �- " o U_ CJ .0 Sao t- N M = In _= CN t 429 3:= °> Co a �o � d d d i N C O =.�° In a a C tv o 0 o001111�+tiirrr�e `\ P f'N5 ' • 4 ��- 12 f� 0 z '4 r ?fir'/ �"? 04111111110 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. QE 5 0 0 N � � 0/ `' co , •/ ei A A O q► <L Q QjN Mat C I u- W o u- ow Z -9 'L = �_ O1 0 w g W_ O m N O 0 cp m � NZ d J Z N OU WCD ❑❑ z C) z § 8go z � � v J t Y7 N N M O V u- 4-J W j OI,J In U 5 l iJ J I e a I 2� _ = U c � �3 1 • a 0 s w M M J p � zo Z a � }� QE 0 U 0' %U Co U ° z o ECL O N N i ao z w ro C iz U .3 10 Oz Z z N J a' ON � z W N � R* a° m w wf z j o co ?a �F o � 2I6 U �N 0 >M a ai m I— O J i Lfj o^o c Q =3 r— 0 0- LO Co (n O Lp m Q _a NQ M L.n rn o 0 c O c0 Q 00 j M LO 1 co 0) T E mN LO (0 r Z Z E E a U � '0 JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. S5 s v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FOR UNDERLAYMENT _r� REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 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 BASE BOARD PER SPECS. 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. �\ 3/4" FLOOR SHEATHING —� \ .0, HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS 111rG or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS SEE ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT. LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL `-DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE PRE-ENGINEERED FLOOR " TRUSS' AT 24" O.C. 4. GYP. BOARD CLG. REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE SEE 53/D1 FOR LEDGER MIN. CONNECTIONS ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE ' • FOUNDATION PLAN & NOTES) v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL lx WD FURRING @ 24" O.C. ill CD AT GARAGE CONTRACTOR BASEBOARD CD 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 E ---�I T- a • N T a • •. FINISH GRADE o0 M • 00 6x6 W1.4xW1.4 - e : • WWF OR FIBERMESH = 1�_STD.90"HOOK (3) # 5 REBAR (GRADE 60 4" (SEE DETAIL) REINF.) ON 3" CHAIR W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION REV. 04.30.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL— *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FEND SHEATHING TO )F BEAM OR GIRDER iTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. © 1 me (2) SIMPSON SDWC 15600 SCREWS @ 24" O.C. P.T. (2) 2X6 #2 SYP. CONT. W/" X 8" HD TITEN W/ 5" MIN. EMBEDMENT @ 24" O.C. FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE PRE-ENG TRUSS (2) KNOCKOUT COURSES W/ (1) #5 CONT. EA. P.T. 2X6 #2 SYP. CONT. RIBBON W/ (2) J" X 3 J" TAPCONS @ 16" I--��„ O.C. W/ DIAG. BRACING OF TRUSS CMU WALL (SEE - PLAN FOR INFO) TYP. CONNECTION WALL TO TRUSS SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: 1" = 1'-0" REV. 05.21.21 SPACER BLOCKS 'T' CORNER TYPICAL FFTF AND CORNER DETAILS rN SCALE: N.T.S. S6 FLOOR TRUSS 2x STUDS @ 1" 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN �� l SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. DECKING ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB 71 EXPOSURE 1 x II SHEATHING —x — PROVIDE II II BLOCKING AS REQUIRED PER II D II w 0 SECTION X-X IF _ Wj NOT FULL o F HEIGHT SHEET C II II U) Z II II G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM B 3/8" "S" = NAIL 3/8" SCALE:3/4"=1'-0" S6 SPACING S 3/4" S 1/2„ . r S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING (2)- 2x TOP PLATE W BEYOND I B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" ��S6 2ND FLOOR FRAMING - SEE SECTION J/S6 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. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 0 (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. S 8'-611. (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. —� 2X P.T. PLATE TF T —7 II 15/32" F EXPOSURUREI F SHEATHING W II II II x SOLID 2x U) III III II it II I ALL o SBLOCKINGHEATHING cn EDGES(SEE III OPENING SECTION -X Lu III C III x II II Fr 25 II 1117 IF. E _ L 2x STLIOS W III III II II II BEYOND. y SEE PLAN o III I I I II I III II II I I y ill L11— —11 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 SFF �0� N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". Cn ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 8 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O~ @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J w LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 8 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. F inLL ¢ © (2) 8d NAILS (A 3" O.C. TO EACH TRUSS END OR @VERTICAL N W ¢ O ~ MEMBER IF GABLE END y " NOTE: WALL SHEATHING INSTALL. rc . 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 �4A (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE oo N�FRipR N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) 1 2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 SEE SHEATHING (2) ROWS OF 2x BLOCKING SPECS ON FLOOR AT THIRD POINTS 1/2" GYP. VV.9. MIN. @ 5/8"DIA. x 10" "J" BOLT W/ 8" GARAGE SIDE IF APPLICABLE EMBEDMENT @ 24" O.C. W/ 2"DIA. 5/8"DIA. 10" "J" BOLT W/ 8° x 3/16" PLATE WASHER (MIN. EMBEDMENT @ 24" O.C. W/ SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2"DIA.X Z/16" PLATE WASHER (MIN. SI��/�R 3500#. MIN. TYPIC4 TENSION 2600#.) 2500 PSI CONCRETE MIN. _ SLAB W/ 6X6 W1.4xW1.4 [ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH a,. I I -8LI - I I 1 (3) #5 CONT. ON 3" 8—I" 1' CLEARANCE (3) # 5 REBAR ON 3" CHAIR 18"CHAIR W/ 3" MIN. W/3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SEGT11.0N rs ALTERNATE FOOTING SEE TYP. 2-STORY WALL SECTION FOR SCALE: 30""1'-0" S6 ADDITIONAL SLAB INFORMATION. PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. o FINISH GRADE °P T iI�II; I' 4 -1 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. N C d a u.l 1•+ U_ t! LL e.�7 c M CJ c+t CO :log.: = u. D" N ec O o C W N � •• al t4 _ � fl"�r ir. CC fJ y s cr. •v0 c � cr e 6go wlvCj .��`\xN •� 0� UA W C� \� % 6= 1. Q'Q.•• �, '.r R OF£SIS10N \\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn W E ID 5 4 6mNIa 0 dJ U N 0 � J di14 22zsS ik LL C-1 (`m Q .5 LL W SS o _ I� j V _ W Z t m, 'I I �r _ o ° m 04 W o W �0mw LL Z co N ZoZ Q J = N OU U 0 CD Q�Z tmN in z q z N ln z `O co � W W 0 A V �O w 8 L I Ly N r � W 8 U � • 2 o M y �Z W U_ E 0 w� E U �o cop FT o U zo N N �= W � . m co � O OY U h O m f 0 Z Z Q W z 3 0M U 0 d W az A o N Z CD co wa ZI< qO�� rSS U S C 0 > (� a ci m 0 ~ ^�, 0 LO 0000ICU Q co co .2 O v! a CIL Q T H-- Ch a) o LO 0 LO co N M Q O oo NLo �• � .9' tD N IUD o Z E O ayi m C a U J Q I' J JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. S6 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). STRINGER MUST MAKE FULL CONTACT WITH LANDING FLOOR / JOIST SIMPSON A35 OR / LSC EACH STRINGER 1 3/4 x 11 J VL 2x4 UNDER STRINGER // GLUED AND NAILED TO LANDING \ \ 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT- STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON I -2x8 SYP DRYWALL STOP MUST ILNOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING \ _ 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" 2x4 CUT ON BEVEL 'r DOES NOT BEAR IN D D WALL GLUED TO 1 I F 2x8 SYP 2x8 SYP 2x8 SYP J_A 1-N ALIGN THIS STUD WITH FACE OF 2ND RISER T r/ 2x SYP CUT TO FIT 1 ' BEARS IN WALL I �2x12 SYP ~' BEARS IN WALLI B '-2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON4) Od x 1^1l2S NAILS AT STRINGER CONTACT POINTS \ / SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER FULL CONTACT WITH LANDING — IN, 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN4" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS j I ---2x4 BLOCKING FOR 2x12 // I 2x4 PT UNDER 2x12 C I - ROVIDE MOISTURE I \ PROTECTION LZATTACH ALL COMPONENTS / IR TO CONC. W/J" X CONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / G - t _ -_ 11-1 \ TOP OF I \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP \ MUST NOT TOUCH ' 2x SYP CUT TO FIT I 1 STRINGERS BEARS IN WALL I 2x12 SYP BEAR IE I IN WALL I SIMPSON A35 \ 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 OR LSC EACH SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN \ WALL SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT/ STRINGER CONTACT POINTS L SCALE: 1" = 1'-0" 74-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx*/GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING 2x6 SYP 1 / \ 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)1Od M/2" N I / AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) AT STRINGER CONTACT POINTS \ SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: � = 1'-0" -3/4 PLYWOOE ON DECK ---2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER \X OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE \ / I BLOCKING ❑ 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER t" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST "X16" LVL FROM JOIST TO JOIST. USE OR 1 ATTACHED W! 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. SECTION VIEW 11G11 SCALE: 1" = V-0" F SECTION VIEW SCALE: J" = 1'-0" NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRIN4R 2X BLOCKING PSON MTSJ2 w/ ' 10d x 1 1 /2" AILS \Z46 CK OR 2X BLOCKING 3 RISC / VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" e•� cm C"%1 M C2 cos' Uj LL_ o u n C9 o �_C4u as - N T7 C -S_— Q � N 3 = o 04 m n._M E W a _ '., d -co � a _ d c c R' o ow N so < �O Off• •• ,CLV rd s'z4ROxESS10a `\,�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W WIP- Qcs E V GN 4r� N flu040� Q LL y rM vca J C J LL Z J LL 0W g a. I �$ W «yo O r co 0 f°i91 m LLZ NZ QJ Cl) rz = N O U W 00 U Z N z ¢� a � �1 c� z �T LL N L.0 A O w g IN c U W J ~ E f" I z� Q C 04 M¢ Ch O Q E f a O w0 za Up za0 N N 0 0 V �S 0 U ra Qi t �z L N Cy -= 0� Z zco N u 3 ;Z w 8p 0 w W fE �0 w" Fada 3 C) z wa ,r �O cc � 0, a OU �N .o > M 2 a °o M Ln 00 co c C� T T d CO CL V 0 Q c0 m a Q a) No 0 c Liu c[> N M O oo 04 Ln 1 E ^ 3 L+ / CD T to Z Z E O E ui G IL U _1 ¢ p c JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. ST DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1A 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P T j/, j TO PRODUCT APPROVAL FOR CONN. ' ,,��" ` 1x4 TO PRODUCT APPROVAL FOR CONN. ' 1 X 4 1x4 P.T. 3/16"0 X 3" LONG ' ' L FURRING FURRING 3-1/4" LONG X 3/16" 0 ; ; ; FURRING TAPCONS ' (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x P.T. DOOR JAMB (REFER TAPCON @ 16" . TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN.%'� , / ;�% 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16 x 3-112 j; , '., , ; ;;,� x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"0 ' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA \_ BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N,T.S. SS INSTALL WDW. SCREW ANCHOR-�j INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON Ti44;�Z INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K �— SCALE: N.T.S. SS 2'-0" SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �-- 2 x 8 45 DAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC !0>� MITAL11�� SECTION B-B 811 EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN, OF START OF ARCH START OF ARC PROPER INSTALLATION MAx.B #5 REN (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS L" LV 7� / 7-z NOTCH WEB AT L� :t5-L FIRST 2 COURS- CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KTw/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 112" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-01' —S S GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL g PER ANCHOR) OCCURS #5 CONT. TOP &MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING WITH MIN, 3" COVER — OVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL P ° ;' o 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/ o P - * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP � e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N ° p REMAIN FREE OF MORTAR. NOTE: "' _z \ ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g P 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 bETAIL \ ° (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1 STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN I WITH MIN. 3" COVER EA. WAY 20 MIN. (2 STORY) GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦� DO NOT DO THIS ♦♦♦ ♦* tR ♦♦♦ ♦♦ THE ♦♦ :S ♦♦♦ 1-1#5 REBAR (TYP,) ♦♦♦ 1♦ 1♦ 1♦ 1♦ �♦�STD. 90° HOOK (TYP.) 1♦ B @ FIRST COURSE #** 4 ♦♦1 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ ZX 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 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL } SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS -- -i �. INTO BAND JOIST & (4) 1/4"x2 3/4" t_ TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW—•L CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP -_ CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." / ?x0��RNq + + CENCTH + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4' _0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF SHPFT n) Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: _ - - z O Q U_ O LU v FILL 1st 4 COURSES SOLID W/GROUT a: a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' OVERHAN �., RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2' NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0'r 51-011 INISH FLO _�v >• i p p • ' ! #5 BAR x CENTERED W/ IN TOP o I , .6 KNOCKOUT / iv CHAIR BLOCK MONO FOOTING I►° SIZE AND REINF. PER PLAN l�j AND SECTION DETAILS CLEAN FILL ► °• z .6 DIRT � ffTANDARD HOOK iv #5 BAR IN FILLED CELL : -. I ,I L, I L, , 9 -. IV.. % , v ., . , ., STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = T-0" - NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY L—� EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL El 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. eh O o cV C" -o > u, u c c+ o co ee w N LL1 sa o L m N M 4tn, N C2 -vn C E a: BROIwIN','r°°°'� -4 5 4 F L OQ'\ •' arc OF S S S 1 O N �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. 0 g $ 01 o 41 C _N Gr0 0 - CO W a y,"� -, N 0 # U. =U a LL w J u c- awZ ca m o r W '� N (O Z Ln N Z d ILW in2anl°' m w LL N Z OU 0 W ❑ ❑ CD z � z � � Q J — N M V) z v s �-J f0 W V � 0_tn 0 w o = _ (ti0 r r E allyM s 1,0', _ � U o • C 4' dN� s M M In ¢ zo� Z a o �o W� �® °a 00 Z F— N x0 a� a Wa w S <omn r0 N z O O }a Z z rn J < ° z s2 o� ° U �w W U 3 �0 0M � o w< �~ '_ � v z< aF °� 0 �(V > M a rn ca o O 1� 00 (� -p c � r aCr Cfl C6 LO O co to Q _a � Ln cD N O O 00 �y Lo a) \ T E E 4� cD � z Z E O a E °? U � ¢ p JOB NO : 22-12488-12485 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY I. L I 1 3 �.s 22 rn d~ 0 LO 0 I Ln 0 00 I 1 Cr Cn LO 0 i 0 J I i 0 3 Q N S. E v J 2 IZ CL UI a i LZ N N 0 a N N N 0 v 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 e 2) SEALANT JOINT 5 SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) Ea3 SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER MEMO SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # in each detail that corresponds to the numbered items in the list 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 1/2" DUROCK- 8" CMU V-4" PER PLAN V-0" PER PLAN 4"OR8"CMU (PER SEAT DEPTH)--------_-,:H FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN SLOPE Q .I- d F 1 I 1 a f-- 1 °; ° a ° ° d ° d , ° a 1 a SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER �- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER 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 other suBFLooR 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 RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 20 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 0CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHINGJAMBBHEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g PP (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER 61 Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �`o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VETICALLY 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 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturers 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 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 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 Qutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 1 -------� Z Z FL, a Lu Lu PLASTER STOP ^� HI fn--------- _ U) CONTINUOUS BACKER U ROD & SEALANT Lu w ¢ Lu w �° A rn n FOUNDATION WEEP SCREED fI 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 i3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE 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 FRAMING SHEATHING ANE WRB WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. >�=. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all a+ri e., em c C o CM m o 9 W W LA_ a L` o _ V N _ m x cLLn. N O a w o co a2 d E d � Q E � o N d N 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. 0 a M$ V N �p N Co C N_ anD y N 0 a � # LL c- LL w 0 � U_U a Z m c_ a �. ccNCO m w Z LLWr°�OnjO' "' N Z a J Z N 0 0 W V ❑ O z N p Z n I � Q a � (n (D v a--+ r� N W o p V 0 w s c "' V) �N C w '001� ' ,- - E = L c u' a aO N W o w o � LPL E wo g� >N Q a � U wE � ?® o o a I-� o w ¢ oU Z .0 wg <o W, wZ �� w0 m N �Z D Y mo OLL < W Z co J a� fZ a g W 0-NW J � _ �8 ZR a 9 0 ACV >M i' i, C~ CL M N 0 .J LO O^O co O n =3 r aCr CO CC> o O Cfl ca Q Q +�•+ CN ~ 0 00 C14 LO -0 co 00 o 0 LO (0 N M O oo N t n Q/ \ , (0 \ T' U (0 N o Z Z E O Li M = M Il E U v °? ¢ 0 JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. WP ME Mounting Brackets (10 Gaugei 4-11T x 41 t2' x 2-1 zit See Anchor Schedule Boils 112` Dia. A325 Gale. R7P') o g sr + • r 814 5e99 Raining Screws A/C Unit Bottom Edge • Hurricane Strap (7ypi0a 31nfront) Front Cross Support (May be cut to W ) Left Bracket (16 Gauge) #145elf-Drlling5crewsThruSiackets& Back Cross Support into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) A 1 a3,r8" Washers Nuts apex 6, mata4i6lmm rma+uairm art r rmislnl said. ra66 Hui rmnc AM 8taoc Rallied Sod DswLas a 111 1 A ape megMnr II f save riew api') Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation paii a1 Building Codes and Standards 12MOM1 Product Approval Application Detail Ilmltrror 121k Paul Cose latinaffina ➢Ma Tega Vigo MansirM�[X Lid endrwaa Uo4mo yalildolled ,01 yglg.ld Submitted FOC Asoroval AD am A}Ihnation 2020 Smart Vard P duda, Inca Whom Gnhsm Nwnes F. Nato P.E. Locke Swarm P.E. 12M 812020 12timm 122&2020 Anpvnd CaleOory- Structural Canponembr (677)441-e36a PE-73778 (334)300-1800 3UbCMeperr: Rodlca ntodlcedesa Result of iraosmudwntcom Nov Tsohnokiz, Curpllarw Method Eroludon Report tom e Florlde Registered ArdliteclOra Uansod Florida Praessiand Engineer Awl Product Yana. Nupha a Mann grMmv Assurance Product baeabden ACelowd for uss, AvaroM ( In /M4 Outside forl/ss WHE Imgaa )t,,Wt pip 1 Smadvent Model e154051O Dual Fu.0. Flood and Wrill bon Vent 12/312023 Yet Y. NIA •100F1o0 2 9rtienVmt Modal41te40el l Dust FunctionFlrnd and Ventilation Vmt 12b12023 Vas Yen NIA NOOF100 3 armilVent Model#1540520 nsulared Flood Vend IWin 23 Yes Ys NA 4 8mort fit ModalM7540521 Inldslad Flood Vnit 12/312023 YK YK N/A :IW100 11Oak100 5 9rranVem Model at540524 16&quc;Genpe Door Flood Vmt 1?I312023 'Yes YK NW WA 6 3m.1i Moce1II640570 Wood Wall Insulated Flootl Vent 12A12023 YK Yes NIA •IOD/-100 7 Sr rlVent Modela1546574 14,SLqud: Gone* Door Flood Vnit 12012023 Yes YK NM WA Florida Department of Business & Professlollal Regulation Pact i ai Building Codes and Standards m4)ie21 Product Approval Application De411 Florida Department of Business Professional Regulation Pegs 2 of Building Codes and Standards 125M22 Product Approval Application Detall Srada 21A 20 DaM EAO= 201 version Manufacturer Contact Enainesr&Licsnve VaUdated tsv Validated auu bm ftO FOC.Aobroval Approved Status Revlakxi 2020 Therms-Tru Corporation Sieve Aspersion Lyndon F. Schmidt RE Ryan J. Kingg., P.E. 00152021 121312020 04122/2021 0510842021 Approved y. Exterior Doors (800) 843-7828 PE434L19 (813) 767.8fi55 8ubcategery: Swinging Exterior Door Assemblies ajasperson®ft-t-ca Cempt(antt Method: Evaluation Reportfrom a m Florida Registered Architect or a Ucensed Florida Prdsebnal Enghser FLMMa45640Products Jiap,g Pretlupt Metlel. Number rx Name 11-1 Outdittr Assurance Anorovadfaruse Aoorowdtorllee In HVHZ outside HVH2 Impact Roislatard Daalan Pressure 1 a. ThermaTru ff and Srtoath-Star Nominal 601 "lr pact" Opaque 1213112= No Yee Ys WA Composite Edge Fiberglass Single Door (InvmrgtOukm"; X eonfigurftlen) 2 b. ThermsTru Fiber -Classic and Smooth -Star Nominal B&M398 BquctlnpadAquot Opaque 12t3lr2022 No Yes Ys WA Composte Edge Fiberglass Single Door with Sdeltte(s) 0n exi rg/OwNwf rg; XO, OXa OXO confguali 3 a Therms-Tru Fiber -Classic and Smooth -San Nominal B&M39;8 tquatlmpact" Opaque 12r31127I2 No Year Ys WA Composite Edge Fiberglass Double Door with or without Sidelits (Iswirg/Out9Yang; XX or OXXO configurations) 4 d. Thermai Fiber-Claesio and Smooth -Star Nominal B&III 8quatlnpactiI Opaque 12/312022 No Yea Yes WA Composite Edge Fiberglass Single Door (Inswrocifiewsig; X mNnguatlon) 5 s. ThermiI Fiber -Classic and Smooth -Star Nominal Sall 8quotlrnpAct&glrot Opaque 12r3t2022 No Yes Yes WA Composts, Edge Flberglss Sngle Doxii Sidelte(r) (Inswing/Qnsving; XO, OXor OXO configurations) 6 1. Thernu -Tru Fiber- laslc and Smooth -Stair Nominal 69418quotlmpaatill Opaque 12/31/2= No Yee Yes WA Composite Edge Fiberglass Double Door with or without Sbeltss (InswinglCutewing; XX.a 01 configurations) 7 g. ThemhaTru Fiber -Classic and Srcatlh-Star Nominal6aM39;a &quctlnpacl&yuot Glazed 12/312022 No Yee Yea WA Composite Edge Fiberglass Single Door (Insw rigi0utswtrg; X oornguraban) 8 h. Thenrae-Tty Fiber-0tassic and Snlodh-Stir Nominal 8&r13SS equotlmpact"L.0 Glazed 121 No Yes Yes WA Composite Edge Fiberglass Single Door with Sidelte(s) (insW notOunssf ng; X0, OXa OXO configurations) 9 i. Therma-Tru Fibw-Classic and Smooth -Star Nominal 6&M39;8 &quat)npact i qual; Glazed 12I3112022 No Yea Ys WA Composite Edge Fiberglas Double Door with or without Sdelites ontewingfoutcwing: XX or OXXO conllpuratona) 10 J. Therma-Tru Flber- Assaic and Smooth -Star Nominal 8&M3eQ "lmpactli Glazed 1N31r2022 No Yee Ys WA Composite Edge Fiberglass Single Door (I nowlnamutswi X cpn8gurstion) i t N. Therma-Tru Float-Gasic and SmootnZi ar Nominal Uili "Imoser" Glazed lV312022 No Yes Yes WA ,amputate Edge FI berglas Single Door with Sidelbi (InavingiOulswirg; XO, OXa OXO configuratons) 12 1. Therms-Tru Fber-,lassie and 9lteom-Star Nominal 8&M O &quetlmpact" Grassi 12/312022 No Yes Ys WA Composite Edge Fiberglas Double Door with or without Sidelits (lrmrvirg/Outawing; XX or OXXO confguratos) 13 m Themla-Tru Flber-Classic and Smooth -Star Nominal 811,0998 8quotimpactaquat Glazed Molded 12/31M= No Yee Y" WA Open Composite Edge Fibi glass Single Door configuration) 14 n. Themn-Tru Filer-Ctzsslc and SnocmST -ar al B&C.i98 u Bid rtpact&gaaot Glazed Moored Nominal 12/912022 No roc vita WA Open Composite Edge Fiberglas Single Door with Glazed Molded Open Sldellil (In9wirg/0um g; X0, OX or OXO mations) digu 15 WI o. Therma-Tru Fber.Classic and Smo-Star Nominal B&M398 Ill Glazed Molded 12t31r2022 No Yes Ys WA Open Composite Edge Flberglissis Double Door with a without Glazed Molded Open Sideliies (Inswrla Quiswigi XXorOXXO axrfiguatprlsl 18 p. Theme-Tru Fiber-Clasic and Smooth -Star Nominal S&439B tquotlmFx etI not Opaque 12r3112022 No Yea Yes, WA Composite Edi Fiberglas Single Doarvrith Molded Open SidelltaI 0nawinglOutswing: XO, OX or OXO Cnfguratons) 17 q. Thermo-Tru Fiber-Gaedo and Smooth -Star Nominal SWItS III rrpacl" Opaque 121312022 No Yee Yes N/A Composts Edge Fiberglass Doubts Door with or without Glazed Mooed Open Sider (I neWrgiOutevdg; XX orOXXO rm8guratlos) Q& S@P Version ManmwWra ReNslon 2020 POTlnduetnK C.Lepoay: Exterior Done SuloCateaory: aldng Extent. Door Ass.rretee Compllaaca Method: Garth -ton Meat or using PLON41 liaa8 9 8r10.S570 (Large M»ib Wood) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I si t 1M21121 S,antut 1ROhestor 9 U snse VMldt.d as Ye01Wea $Cd19Bd FaC Anprowill !!gproinal Jens R-w* MIsmi-Carle 8CC0- CER Mimi -Di SOCO - VAL 11/192020 10202p20 1124r3020 Appowd (941)48&0100 (798)315-2590 IroaeraM®pgAnd-ore c cam cudMy Assurance Adtrmr.dferUs. AoorovadforUs Nod Ram Product 061cma igu ID KYNZ GUll id, mmz Resistant Pasteur. Vnyl along at.. Door 04M42O21 Yes Yea Y. NIA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star MPACT) FL20468 +67.0/1 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/1 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 8X7) FL8248.3 +31.0/1 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248.11 +34.4/1 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 psf 6117/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/1 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cent lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Sofit FL15272.1 - FL15272.2 +75.0/1 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/1 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 NIA 6/29/2023 PI glass USA, Inc. (for Tile Roof) POLYS11CK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Camp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9l9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 Ni 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25(2024 'ire products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inItimmation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE Florida Department of Business 8 Professional Regulation Page I of Building Codes and Standards 1252022 Product Approval Applk don Detall 4291 Entity or OehaPentllnc Qg� Lot version Manufacturer contact Engineer &Licenseyabdatetl By Validated Submit FISS AwroJgt Anothoved Al Revision 2020 Tharme-Tru Corporation Steve Jaeperson Lyndon F. Schmidt, P.E Ryan J. King PE 07t230020 071121= 07)2912D20 101t3)2020 Approved Catspory: Eater o, Done (800) 813-7828 PE-43409 (813) 767Z555 SubCoupory: Slwnging E Samar Door Assemblies aJasperaon®themisbu.co Compliance Mehod: Evaluation Report from a rn Florida Registered Architect or a Llcansed Florida Professional Engineer 2UWKAaaunnee Approved III use A10rowe tar Ilse 6-0 Product Model. Number or Name Product Dwrloten ContractExolretson Dote InInHVH2 Outride HVHZ Resolmm Ppmwprw 1 a. Therme-Tru Flber-Classic and Smooth -Sao Nominal 6Ŝ Squotlmpact"e Opaque I mlr2022 Yes Yes Yea WA Camposhv Edge Fiberglass Single Door (I-Wng/Oufswing; X configuration) 2 b. Thermo-Tru Fiber -Classic and Smooth -Sae Nominal tMN3g;8 RquotlmpaaBqual Opaque 12)W2022 Yes Yes Yee WA Composite Ernie Fiberglass Single Door with SIdeIRe(ad 0nsw4nplOufsainp: XO, OX or OXO connguratons) 3 c. Tharme•Tru Fller-Classic and Smooth -Star Nominal8&N38;88quoOmpad" Opaque 12/31r2022 Yes Yea Yea WA Composite Edge Fiberglass Double Door with or without Satellites (InoMrg/Oulswing; XX or OXXO configuretlans) 4 d. Therma•Tru Flber-Claaale and Smooth-Sthr Nominal 8"391 Acluct uripactaquot Opaque 12131r2022 Yes Yes Yea WA Composite Edge Fiberglass Single Door 0nerling/OutisMing; X configuration) 5 e. Therma-Tru Flb--Cla... and Smooth -Sort Naminal8&M390 &glcklmpar#aquot Opaque 17r312022 Yas Yea Yea WA Composite Edge Fiberglas Single Door with .13delee(s) pswinplOuMwinp; XO, OX or OXO configurations) 6 f. Thermw-Tru Fiber -Classic and SmoothSnar Nominal 8&0139D "Impact&quo[; Opaque 12/31= Yes Yea Yea WA Composite Edge Fiberglass Double Door with or wthout Sidelilee (Inswin ifOubwwing; XX or 0)0(0 configurations) 7 g.Thermo-Too Flber-Clissb and Smooth -Star Nominal 8aa139;88quot;Impact&qua( Glazed I2131r2022 Yes Ye; Yes WA Competitor Edge Fiberglass Single Door (Inardre0showing; XoonFpunr on) 8 h. Therrini Fiber -Classic and Smooth -Star Nominal 68M398 8quotlmpact8quot Glazed 12131 r2022 Yea Yea Yes WA Composite Edge Fiberglass Single Door with S(delite(o) OnowingiOutywing; X0, OX or 0XO configurations) 9 1. Therms-Tru Fiber-Ckassio and Smooth -Star Nominal Willi kwatimpact&qupt Glazed 12131QM Yes Yes Yes WA Composite Edge Fiberglas Double Door with or without SltlNltas (IreMnglOu sooli XX or OXXO configurations) 10 i. Therma-Tru Fiber-Cleeeic and Smooth -Star Nominal Milli 8quotlmpact4lquot Glazed 12/31r2022 Yea Yes Yea WA Composite Edge Fiberglas Single Door (Inswing/Outswirg; X configuration) 11 ItThong-Tru Fber-Mmic and SrYooVSStar N0mina188MD&giWmpactquoL Glazed 39 IZMI2022 Yea yes Yea WA Composite Edge Flbi glare Single Door witii Sidene(a) 0raawingiOutswing: XO, OX or OXO configurations) 12 L TherrraFTru fiber-Clsac and &moth-Stav Nominal 8&k30,g aquatlmpect&quat Glued 1213Iam Yes Yes Yes WA Composts Edge Fiberglass Double Door with or ".a(Inewingiutswull without Sid XXar O)O(0 confguratans) 13 m, Themn.Tru Filter-Chcsic and SmomASfar Nominal U11398 8quaf,lmpactilli Opaque 12r3lr= Yes Yes Yea WA Composite Edge Fiberglas Single Door with "NoMIrrpsct" SldeMa(s) (Inswfny0u4wing; XO, OX or OXOcordlgunstons) 14 n. Theme-Tru Flber.Clssle and Smmbm-Ste Nominal 8&t/31 squatimpsemquat Opaque 121311= yes Yes Yes WA Composite Edge Fiberglass Om idle De or with 8quotNorrlrtpadIll Sidelitas (InsAirg/Cutswirg; OXXO configuration) 15 0, Therma-Tru Fiber-Closicand Snootl-Stair Nominal 861&gaadmpact&quok Opaque 12131/2022 Yea Yes Yes WA Composite Edge Fiberglas Single Door with e,qu"Non-Impact8quot; Sidelite{e) (Inswirgloutis"; XO, OX or OXO configurations) 16 p. Therma-TN Flber-Clsslo and S ooth-Ster Nominal 811tA390 "lmpactilquot Opaque 12J3lr2022 Yes, Yea Yea WA Composite Edge Fiberglas Doubts Door with SquotNon-Irapad8quat; Sidalbes (InawlrgtOu s Fling; OXXO corlfpuration) 17 q. Therma-Tru Fibar-Cbssic and SmaothStar Nomins188939;88quatNon-Impad&quat Opaque 12131/2022 Vs Yes No WA Composite Edge Flberglara Slit gle Over 0nswiny0utswing; X configuration) 18 r. Thanm-Tru Fiber -Classic and Sacoth-Star Nominal 684310 8quotNon-Impa iftuet Opaque 12131 2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sldelte(s) 0raswinglOuteswing; XO, OX a OXO configurations) 10 s. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&&Ktg;81Lgl.aotNon-ImpadSquot Opaque 12/3111(T22 Ys Yea No WA Composite Edge Fiberglass Double Doer %%" or without SkMMm (IrsMrlg/Outpwing; XX or 01 configurations) 20 L Thermo-Tru Fiber -Classic and Srlootl-Star Nominal SI M3S;0 8quot.Non-Impose quct Opaque 1213112 Z Yes Yes No WA Composite Edge Fiberglass Single Dom (Inav2rgi0ufswirg; X configuration) 21 u. Therma-TN Fiber-Claaeic and Srrocrth Star Nominal 88,1039:D "Non-Impaa" Opaque 12G1r2= Yes Yes No WA Composite Edga Fiberglass SingleDoorwith Sdellh(s) 8nswingfOutawing: XO, OX or OXO conflauratonsi 22 v. Thermx-Tor Fiber-Clasawand Smooth -Star Nominal S&M390"N-Impactill Close- 12131r1022 Yes Y- No WA Composite Edge Religious Double Door with of without Sidelites 8nswirg/0utcwing; XXa OXXO configurations) 23 w Thorma-Tru Fiber -Classic and SmoodiStar Nominal 511,011 kuotNarlrnpad"a Glued 12131r2022 Yes Yes No WA Composite Edge Fiberglas Sigle Dear 0nsr<irgAJuterlig; Xoxafiguration) 24 X Thermo-Tru Fiber -Classic and Smooth -Star Nominal 08M398 kuotNarli papBpuot Glazed 1213112022 Yes Yes No WA Composite Edge Flberylaae Single Door with Sidelte(s) Qnawl rglOaatwulrg; XO, OX a OXO confguraton� 25 y. ThemnaJN Fiber -Gallic and Srr,00til Nam net f18M39;8 tiquotNrt-Impea" Glazed 12r312022 Yes Yes No WA Composts Edge Fiberglass Double Door With or without Sbelts (InswirglOubwing; XX a OX)CO configurations) 26 z Themma-Too Fiber-Gasic and Smooth-Sdr Nominal B&039;0 "Non-Imtactiiquat Glued 123112022 Yes Ys No WA Composite, Edge Fiberglass Single Door gnsixonalClutewiII; Xconliguraboo) 27 zit. Therrna-Tru Fber-Classie and 8trooth-Star Nominal 88,11111 "Npn-IrrpaaBquot Glued l2r312022 Yee Yea No WA Composite Edge Fiberglass Single Door with Sidelle(s) (InswirglOuts Ang; XO, OX a OXO configurations) 28 zb. Thermai Fiber -Clauses; and SrodhSYar Nominal B& i i1quotNm-Inpad&quoK Glazed 12131r= Yes Yes No WA Composite Edge Fiberglas Double Dccr withor without Sdeltas (0rnwirgl0utenvino XXor OXXO configurations) Florida Department of Business Is Professional Regubtion Building Codes and Standards Product Approval Applcatian Detail Pups, 1 d 2 16=1 mm iarshan manufacturair. Sagrst Ennliaa&U-, Ya•da.adar Williagp EWM= FacAmreral aagmn0 amnrc RmAbn 2020 MI Windows and Doors Brent &Itli Luis Roberto Lanes Steven 14Uridl. PE 10oBr2020 10gli 10AW"Zo 12/15r2020 Appro od category: Exterior Doors 4717)365-3300 PE-02514 1717)317-6454 "CMegthin Slang Exuma Door Assembles M ingentimnd.com Co pllaus Method Evaluation Report tom a FlPIIde Reglsered Architect ora Lionised Florida Pror-Ion.1 Enaineer 1111511.1 Prdaact Madet. r•Imba a flarn4 $12bMt,{ D Qui Assn banes .®a4 Acorowd for Use Aeorowtl In H M1t Outwo fur use RM Impson Resistant DOMM Pressure i SERIES 420ALUMINUM SGID SERIES 420 ALUMINUM SGD OXO 121312024 No Yes • No WA 145-s"ei- rab%quet; NON -REINFORCED 2 SERIES 420ALUMINLJM SGO SERIES 420ALUMINUM SGD OX XO.XX 12/312024 No You No WA 96&quctgra08qud; NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 120312024 No YK No WA 145-3/4&qu.CXSMq.et: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 42C ALUMINUM SOD REINFORCED OX 17/312024 No Yes No WA XO. XX9e&490096&qua; 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUWDNUM SOD REINFORCED XXX 1N312024 No Y. Flo WA 1434oct;xrl6&qud: G9k I= Verson leamQis&af Re lion 2020 Way"o-DKan, a diVlsion or Ovahe.o Door Corporation CY agass,. Extenor Doors eraaCWpeir. Sedmal Estero, Ooa A.sardies cmplisnu Odhae: Evaluation Report "in a Flodda Registered Ardinect a a Licensed Fields Ili Professional EAdneer it" Pronxt Model raaaba or Maine 3 BD00 DOM200M1105 10 5000fa1008200M1123 11 80001810042ODII Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papal Ali 11wi@i firsilts or, 212 nit gate m" Gin Spa. validated W Y mays A&M P&CArowd ADW*Vbd g ()..syn.Xaolsh John E. Sntas Ja" P. Arneson, P.E. 10r20 1220 09201 IWM020 12M6M20 Amraod (330)763-612l PE-51737 (904)821-5200 dkanishorreansdabm.c cam PrdictCoartisdon fagngad.ElalLatl�aic 9&OW Me. Idth. 14401 Mae height. Glslna 12/N2023 A-,,d tar Wa Aporavee forUse koRia 1T(y0 In-tvHZ outside InA1z IkdmM !Remiss No Yea Yea +31,C0}35D0 kwdable In top or Intermediate sedan. 1881134 Ms wWtli, 148a138: Arse height. Glazing 72A72023 No Yea Yea +3b.Ogr-33.50 swilai In top or Intermediate section. 16&039; Max With. 1481139a Maxhelght.01aan9 12r312023 No YK Yes +344008.30 swrnbie In top or intermediate section. ForMa Department of Business & Professional Regulation Peg I it Building Codes and Standards 17l2021 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codesand Standards Product Approval Application Detail Paid 102 I&M1 0 -4^-+ ^W W L � C0 0 CD Q O 0 .� V C t,r� •o 0 C 0 I- o O LL_ O .� Cn -eJ O 0.CU -0 O .0 -4-10 /� C J i..f. Q Q Z Z W J 9i ` O 'O co L LJ .s o m r; C o C i W C`4 Co X LA- a N o >_ 41) c%4 S N r= rs Q N be 3 D O y C3 s c o .r Q C. a c CD 1a 7 .a r .n N C E o n. u 0 -allossaill W 0 CL 0 0 O CL CU 0 LCU W Z Z Z Q J a - SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation page a da Florida Dope itinerti of Business & Professional Regulation P.010(I Building Codes and Standards I212022 Building Codes arid Standards +7l2J221 Product Approval Application Detail Product Approval Application Detail 2111111 ErrtIN or 20 Dora Pendlm ,�q It - Illsa version tgagamctunw gppgi( Enolnear a License Vatldated BV ValidaW Subleabled FBC Approval Approved how gob pit! gJtr Psndl- ➢ ft Revidan 20M ThermsFT.Corporation stir-Jaapeson Lyndon F. Schmidt P. E Ryan J. King P.E. 10007r2021 owla1021 10/13/2021 12J15r2an Approved MM Yersion 1i5urwwrw reeled Bmnera Uerw VYMred By Validated mew PBC Approval App@ygg ! tum Categary: Euherior Doors (g00) 843-7628 PE43409 (813) 7874655 AftrfW m 2020 POT Industries Jane Rosoa-did IAenLOed. BCCO-CER MemFOede 5000- VAL 11105020 11105020 11A IM20 Approi sub0stegpry: Swinging Extuni Door Assemblies e)aspersonathennatru.co Category: ill Category, (786)315.2590 Compliance Meal Evaluation Report froma m BIHCregW-Strow Hung IravrsM@pWnWsteae Florida Registered Architect or a Licensed Florida Compllarc.Mdhod: CKMC.6m Birk a Lheng an Professional Engineer PlVdUM tYaaliN Aatsurand AmrnVadfor Use AporoWad Por Use EiNion 422t Product Pohl Nffkw or NY gyAjle„Assurance AnnpyedsarNu Apprvyadfalk. ProductDescription Contrast mm atlm Dow In Outdde Ill III gp(M nowKaft gym se" Product Model. Nareheror Name Product Description Contract FXoir%Mn Date in HVI Outside NVIQ Resistant Pmmre 2 SHOW (L.q. W.I. knpvd) Vnyl Bangle Hung Wri 07l1012025 Yes Y., Yea WA 1 a. Thermal Fiber-Clasacend Smooth -Sher Nominal 0&eL18:88quMNon-Inpaet8quotOpaque 12/1/2022 No Yes No WA Composite Edge Fiberglass Single Door (InsvirglOuts»inp; X configuration) 2 b. Thermal Fitter -Class and Smoctll Nominal S&III 08quot;Ndn-I npad&quoi Opaque 12131/2022 No Yea No WA Composite Edge Fiberglass Single: Dow with SEslite(s1 pnsWirg'Outaving; XO. OX a OXO configurations) 3 a Thermal Fber-Cloncand Smooth -Star Nomnal S&M;S Squol;Non-Impaohaquot; Opaque 12/31/2022 No Yes hb WA Fiberglass, Composlbe Edge Double Door with or without SkWitm (Insini glOut9Ainp; XXor OXXO configurations) 4 d. Thermal Fba-Classic and Snpdh-Star Nominal 78,1111 aquotNon-Inlp ua8quot Opaque 12/31/2822 No Yams No NIA Composite Edge Fiberglass Single Door (Ing Wrgiouts i ;XMrmgurahon) 5 a Therma-TN Fbw-Classic and Smoot -Star Nominal 78#,380 aqt bMNon4n pad" Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door with Sidelibi Q nsnindDutevili g; XO. OX or OXO asif gursta s) 8 1. Thernel-TW Rbat-Claeslc and Smooth -Star Nominal 88#39;0"won-ImpadBquat; Opaque 12/31120222 No Yes No NIA Florida Department of Business & Professional Regulation P•g.1 r(I Composite Edge Flbwglas Single Door Building Codes and Standards +,r1mt BrmningrDaswirp; XLmfguratioN 7 g. Them *i Fibs -Classic and Sn-tl -Star Nominal $&#U;0 &quokNon-Impadaquab Opaque 12alr2022 No Yes No N!A Composite Edge Faa bwgla8ingle Door with Product Approval Application pprov pp ation Detail swelte(s) (Inswbg/Outswing; XO, OX a OXO Florida Department of Business & Professional Regulation Pages a Building Codes and StarKbrds 15rm2r Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg.1 d1 tA2021 configurations) 8 1 Therm s-Tru Fiber-Cl mic and Smooth-Ster INdmnal e8#39;0"Noh-Impaci" Opaque 12131r2022 No Yea No NIAmmi WIN Ili I Composite Edge Fiberglas Double Door o 4Nm or au aim net, Pm l- 2im lei! Shay, 2111 ante i ate Gob � 24e ! 292 villhoallot Sidellteb (Inarwinp10uL1NWngi X%or OX%O �� Version R1l f w- � Gooier a Liam•yN44led By ylll� Endnar& Llcrav Validated Br FILL Ammrr ,air ratekner A Uarre Mated Bu FBC Amrevel conNguratiana) con"Qu > FE4datls)(N ABa®trd I)(� Yld9L WMl�li(YQt £gpl�t � A9�J2>f �1lYe Ikat 7C1t!>F194 MBgI�IIL1[ S9N:St YpL YilY1119 AQidt1!!1 9 LTherrtte.-Tru Fiber-Clastuc and Smooth -Star Nominal 68#39;8"Non-Impsaqui Glazed 12431I2022 No Yes No NIA ARYmalbn 2020 POT Industries Jens Rm.W Lsm-0.6e eCCO-CER Man*0116e SCCD-VAL 41A)9r1020 11I03120XI 11MIno20 Approrod R.,mch 2020 Nl Windays end Doors &ant BNlnger Luls RLoi PE Stevan M Union, PE 10g11"1 10/0972020 1MO/2020 1211512020 Appromd Antmatbn 2020 POT Insularism Jen. Ratowed Nam -Dade BCCO-CER N.mi-Dade BCCO-VAL 1IMSM20 III11n1/2020 Approved Composite Edge Fiberglass Single Door Category: Windows (941)488-0100 (786) 315-2590 Category: whdows (717) 365.3300 PE-62514 (717) 317.8454 Category. 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Muems buNhgsr@mhvd.com $Ld Caagory: stations lmoow.kl@ppinduWes.c 10 } Therma-TN Fiber-Ca"Ic and Smmth-Star Normal 8a#39;8 "Non-Impactisqua; Glazed 12131Y2022 No Yes No NIA Compuan Nddhod: Coruscation lull aUsing an conniption" Method: EvaNeem Resat tom a Compeanra Method: Coruscation hill a Usti an Composite Edge Rhergen Single Door with Mande Registered Architect as Licensed nalde Sidelital (I nawng/OutalMng; XO, OX a OXO - Professional Enpneer P_JAMAU PradKtt configurations) 11 kTherms-Tru Fber-Classic and Smoott+Ster Glazed 1231/2022 No Yes No NIA SiMItlLAeMreora Annovedr us 8a0C,"fiSt9 &.-d � � 2w ax&W� Annacsd LUU &Maomdlz ye I@a16 219M Composite oubleD or COmpoaite Edge Fbaglaes Double Door Wetl7 or Edge Fiberglass 1Ltad Rod,d Yodt laarberalime tD.tiYl)Z outside 6WYed EI>aMllP. no Product Model Naror or Ilanne Clog 111llYHZ lards HVMz !I OesuIe. v4o tSideldes(Inawiny0udiving, XX or OXXO 5 PW-5520(Lnr9•Ml ik Inpadl Mary/Flied W4ndaw 0420/2625 Yea Yee Yes NIA QuilLAssurun A,,,-tltY.U9e auzovedrwuse Imaid 219M 1 Williams to All Door end Windows Aluminum N,eom 05262028 Yes Yea Yee WA 12 -Tru LThermoFiber-Oaesic and Smooth -Star configuradons) Nominal 7Ɔ& -,o Non4mpadBgucr Gland 12/31r= No Yes No 12 Awl fete tm m N b.-Ibme a7s4 $a@ML2klGdWo9 Vertical Aluminum Mulfon ,.Ode In Mil 1�30tl1Z ftetle�t P._. 121S12a24 No Yes Ys, WA Composite Edge Fiberglass Sings Door QrMwingfOulswsg; X configuration) 13 m, The ma-Tru Fiber-Clism. end Smooth -Slue, Nominal 7&1illiquotNOMmpaciS orb Glued 12131r1022 No Yes No NIA Composite Edge Fiberglass Single Door with Sldeldvi Qnvoi gAOut.Arl XO, OX or OXO configurations) 14 n. Them 7m Fiber-Ci is and Smo ith-St.r Nominal UWA:08quot:NOMmpaC" Glued 12/3112022 No Yes No NIA Composite Edge Fiberglass Single Door QmwinglOu6wingi X CWIOU uon) 15 0. Themlai Fiber -Classic and Smaixtin-Star Nominal 8 NWO "hlon-ImpagrAquot Glazed 12/3112022 No Yes No NIA Composite Edpe Fiberglass Sings Door with Sideliul pnswinglOutewrig: XO, OX or OXO configurations) Florida Department of Business & Professional Regulation Pass I al 16 p. ThermaTru Flbsr•CIml and Smooth -Star Nominal 08#39;08quotNon-Impacl8quot; Glazed 1213112022 No Yes No NIA Building Codes and Standards Iffi 1 Composers Edge Flbaglasv Double Door wlm or Without Sldeltes Qnsvdng/Oaswing; XX or OXXO configurations) Product Approval Application Detail 17 q. Thema-Tru Fiber-Cbssic and Smooth -Star Nominal Belli "Non-ImpadBgrJob Opaque 1213172022 No Yes No NIA wTherm -Tu and act Composite Edge Fllserglas Single Door %ft Transom (InalningfONsw(ng; DIX configuration) 18 r. Therms-Tru Fiber-CimaiO and Smooth -Star Nominal 86#311 &qu"on4mpact&quct; Opaque 1211 No Yes No N)A £49t Composite Edge Flberglos Sings Door vltla mm Version �� a Llusse vead.tee Po X! ilN� F�Aggai hULM20 a� M= version WgldilYLlL Or lNor and Transom (Itions) Oulsv,irag; O/XO, OIO% or OIOXO ootmguntlons) RMelon 2020 Jame Hal Building F'rotlpctA Inc. Chad clock. V. Andrew. Ten Jahn 9aumerd, P, E. 01,9512021 12n42020 01A192021 ding FBC APPri Revel. 2D20 Aroma 19 a Thermo Tru FberClassie and Smooth -Star Nominal SUSIl 8 " Non-Inpaeffi,quot Opaque 12/3112= No Yes No WA Calgay: Parer Walla (909) 545A359 pE.8lw2 (352) 36R2529 Category: Pmel Well Composite Edge Fiberglass Single Door With "CMegarr. acting ched.dknallsesmeshard 9ube i gore. 8.% Syi iti Qn-Ang00u1axino XO, OX or Cli Ca Miknce Mrhock Eyakleben Report tom a eons^ Comp11-MePoed: Eveurten Report Ban a Continuous Head and III ewnflguraeona) Flodd. Registered Archuleta a. Ucansed Florida Flood. Rsgl.%.d Ardaaeci a. U-sed Flodda 20 LTherm-Tru fiber-Clessfc and Smoo#,SWr Nominal 6&MO aquokNon-InpadBquot Opaque 12131/2022 No Yes No WA Professional Engineer Professional Engineer Composite Edge Fiberglass Single Dow with Sidelie(s) Qnaw oOuteninp; XD. OX or OXO ELlI:Balilm Continuous Head and Sill configurations) arrltV Assurance Acerovadforuss Aorvowd fa Use 21 u. Thermal Rbe-Clemic and Slrmth-Star Nominal 611,03$8 aquatNon-InpadBquot Glazed 1211 No Yes No WA Ewa Product Modr. Number Mamie Prol Cescriodo to= gegm rxwobw thew ODU**RM RodatEd Compol Edge Fbienglass Single Doug .0 or Contract In.HVIC Pressure a a ProMa- Number w Mama adMte(y QnsWngrOutswlrg; XO, OX a OXO 1 Cenpl.nk Lap Sl ibex -cement ep siding 121312023 Yes Yee NIA WA 1 a Aqua2T" SoN Continuous Head and Sill configurations) 2 Hrd.Pknk Lap 31ding lber-cement lap along 12r312023 Yes Yee MIA WA 2 h equotAllinee T4Agva: Sotnt 22 v. Therms -Tor Film-Clasnio and Smooth -Star Marini 88up9:08quokNon-Impaa&qul Glazed 1231/2022 No Yes No NIA 3 c.spud:GreMbrar Vlmege BeetlWd,11i Sofa Composite Edge Fiberglass Singe Dim with 4 t1 bqur:OSaqucl Sant Sidelte(a) (ImeWng/Outswirg; XO, OX a OXO in Aqut.Charwr ' Sol 23 Flbe -Clue Ic Smooth -Ste Continuous Head and Sul configurations) N mil 18 8g N 1 1231/2022 N Y No NIA a f. 8qud;apr 8pen8quok eaifit Opaque . ore o nor8"an• mpact8quot Composite Edge Fiberglass Door ParMlkwiNl Vented o es S(delibi (InsY4nglOuaswng; X)C XXX aXXXX oollffgllrations) 24 x Thermal Fiber -Classic and Smooth -Star Nominal 881 liquotNan-Inpecdcluct; Opaque 1211 No Yes No WA Composite Edge Fiberglas Door Panels Wifin Venters Sidelbil Qnsw,ingfOutewtg; XX, XXXa )O= mnfgurvtions) 25 y. Therms Tru Flbar-Chtsleand Smooth -Stair Nominal SAM:6 SquokNen-ImpadBquet Glazed 12f31/2022 No Yes No WA Composite Edge Fiberglas Door Pork Wdtl1 Vented sdeiWs) (InswinalCulsurig; )0( )OX or )Oo9( Florida Department of Business & Professional Regulation Page t al 28 zTherma-Tor FberLYassic and Smooth-Slar donfguradons) Nominal BWM;O>jMNon-Invaa" Glazed IM112022 No Yes No WA Building Codes and Standards la%ml Composite Edge Fiberglas Door Panels VAM Vented Sldrae(s) QnswingtOulswng; XX XXX w X%%% Product Approval Application Detail 27 za Thant-Tru Fiber -Classic and Smooth -Star configurations) No n na188dliNill;8equa;Non-ImpWiSquot Glazed 1211 No Yes No WA Composite Edge Fiberglass Single Door with 311e11 Sceliial Onswind0utor irg; XO, OX a OXO configuration) 29di Erdtr a 2di 21U Date.Emdgg sue Sink 28 zo.Therma-TruFiber-basic andSrnoottnSlar Morrill 113&RISquctNord mpadBquotGland 1231/2012 No Yes No WA lltgi YAMJM tt called Endn.r&Lkaroa VJdradk Valdese! Bulanclithed FIICA-,u.al Accrued > ]!ma YAUWa WarAFFmWm Composite, Edge Fiberglas Double Door Milli Rea/sen 2020 TAMKO gu,ding Products LLC Karl Eden Robat Nleninen John W, KnemNdl, PE 1Oa42020 OWS2020 lan22023 12tifli Apprraed Rai 2020 L.V. Thompson, Inc. roe Thompson ArcNtecturr 3030;0 SidelNes Qnefing/OuMwing; OXXO cat.gay: Rooting (417r B24-Il PE-59108 (954)172-6224 Marta Carpmy cTAMCD! za Thermal Fibs,-Clsssie and Smooth -Star configuration) Nomiml8B08gtfoh;Non-ImpadBquok Glazed 1231/2022 No Yes No WA euaCategiri UMeasyments kam_.dWOWIao.cem Corneal Rating aubCa(.goay: Rool Accessories that are en Composite Edge Fiberglas Single Door wth 38al ConpI constituents M*Mo* Emetaaon Report Iran a I ors ma stem Sdelte(s) (InewinglOubwing; XO, OX or OXO Flodds Registered Anstled ors Licensed Flaw. CarplYnn MemoG EWNetim Regan tam a I al 30 zd.Theme-Tru FiberC(aesie and Smooth -Star son ura9arl.y Nan�X81g 39;O&quoLN.r-mpsc*uM Glazed 1213111 No Yes No NIA Professional Enlinex Florida Reyreed Architect as uamwd Flakm Composite Edge Fiberglass Double Door with - Professional Englner 38al SldelNes (InsvilnglOutanill OXXO configuration) 1LgBgLAeMgatra Annovee novas,. Anoraved for rd too 1mWIllegal 31 za. Tlsrma-Tru fiber-Oasnie and Smooch -Star Namtwl 711,439i"Non-ImpodBguat; Shaker 12/311= No Yale No NIA seei Product MM. Number or N- Product,Dn&cFiaWn Jg HVHZ outdid. HVIU Resistant j,� Sales Composite Edge Glazed FiberrggIssa Single 1 TAMKO Rod Underleymtnt9(HVHi) Door with or Without 19dKiB;2 Sddelta(a) QrYW(np/Oubmig; X OX XO or OXO coneigurabons) 2 TAMKO Rod Underlaylrwds(NON4P.1-9) Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail FLN6259-R31 20" Ently, a[ go 20 Data Z11111 Status _Na VersionManufacturtm Contact EnalBnar3 Validated By YAIWttffi Submitted Pending. AR)yroved Approved Revision 2020 Pi LASS USA Maury,Alpert, License John W 11312/1/2020 10/2212020 FBC 121150020 Category: Roofing$9S4233133OSmalpert@polyglass.com Robert Nlerninen Kne2evich, PE AMMY9 SubCategory: PE-59188 (954) 772.0224 11/01/2020 UndedaY ments Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional FLll626"31 Engineer Products Quality Amurmes AtiefolVildJIMUNADereluseforUsa jm= 2UM 8-0 Product Model, Number oreme Product DaacriCalon � t EaMridon Orrsida NVN2 R"Bt 11 Pressure 1 Polyglass Roof Undedayments Roofing undedaymerts 110l' 2022 No Yes WA +hViii s 1 Polyglass Roof Underlaymerlts(HVHZ) Palyglass roof underayments for use in FBCIMY= Yes No WA WA NVH2 judedidw . 2 Polyglass Roof Underlayments (non+IVFR) Palencia" roof undMaymerts, lot use In 12/231.i No Yes WA .WA/-8?2.5 FBC non-HVHZ juriadkMgral 1 Polyglass Roost Undeftyments (HVHZ) pppptyypplass roof urdMaymelts Tor use in FBC17/231Z023 Yes No WA WA Hlftli2 jurisdictions. 2 PoWass Roof Undedayments (nae-HVFLZ) Potygldss roor undenayments, for use in 1212312023 No Yes WA -NIN-el FBC non-HVHZ judedWd . 1 Polyglass Roof Undedeyments(HVHZ) Polyalassroof underiaYmertsfor use InFBC1Zr2312023 Yes No WA WA HVHZ jrti.didions. 2 Polliglass Roof Undertayments(non-MVii Polyglam roof urdenaymaks, for use In 12/2312023 No Yes WA 4WA1I FBC non•)iVH2 jurisdictions. 1 Polyglass Roof Undaday ll (HVHTi Polyglot" roof undentlymentsfor use in FBC122312023 Yes No WA NIA HVHZ Prisdictiore, 2 PoWass Root Underlayments (son+IVH2) Potyplass roof undertayments, for use in 121`2312023 No Yes WA 4WA/-bi2.8 FBC non•HVHZ jurisdictions. Sesbt 21aa Vedon tYmdial Swaion 2020 Ill Inc. Callegil Structural Co mporcres B,bCr.gc7: Truss Rates compliance Method: EVWUOfm Report from a f a1.tB Pto"Iii.1 tlon Entyy Aega Praeli Moat Mllmar w Ramie M18AHS 2 Mie8H8 3 mile 4 111 5 MT20H9 8 Tli M718 T1.20. MT20 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 as 109r1901 ErAIW or Cape Peninfirse QEffi YalYated Bc X1111tedd > FBC Ap91g1ad Fain Visigoth ICC Evaluation BaMce, LLC ICC Evaluation GerAce, mlydni o8no'2r@7 01111121111 Approuea 1952)6988835 LLC. nielden@mLCom 4205) 599.9600 13pbM[.&8Sr7m14II 18 gs, high strength buss Caall.ao pate gueb AswiY Smtred.Craldillg0.�k 1213101022 AW*MfaUs In hVilE Yon Approved for Use Sh6adt111@Si Yes IMDM godstwt MIA Dodm ernwm WA id gs sugar high, strength truss cmnara plate 12131=2 Yes Yes NIA WA tells. hugs connector plate 121312022 Yes Yes MIA WA la ga. high shrength truss connector pate 1291l1022 Yes Ye. MIA WA 20 ga high strength truse connector plate 12/31f2022 Ya Yes N/A WA 1a g.. buss eennetler skin 121J12022 Yn vs. N/A WA 20 act. Ini cahnwar pates 1213 2022 Ya. Yes NIA WA R.OUrOdaymml.for..eit, FBC Hi D1k292023 Yes No N/A WA kami IvledaYns 1 TAMCO Fiat Top OIFFBdpo Vent ath Me to Tie Rod undedsymmis for we In FeC nen44N2 0&292023 No Yes NIA WA 2 TAMCO O.p.eneck Vests IulsdOms, 3 TAIAI OIFRkbe Rod Vent w12 Battle 4 TAMCO Round Top O1Hndge Vent nisi $aft for Tile Florida DepaRrent of Business & Professional Regulation Building Codes and standards Product Approval Application Detail Fell.1 or ll'i fe4ge DfdIhLPI plate no Deb Pmdm Iblte Seal mm Xttlya, Emaamr&uram. yyg�A-®( XAlding SbdWW EBC elegance AMM1Md !>!WA Shut Verellm tlindiW- Rwirion 201 Lamn.e Items Jetty Janes L Buckner, P.E. Seven M. Urlda. PE 1123111 1123r.'= 1129•J820 ding FBC AMP Review 2020 8m1 R.dhg Cartel. Roll (Sg1)983-6163 PE-31242 (717)317-8454 Crpay: Resanp trrm1- Fr. Rmtlng Acoessakv that erean grlty@ldmenco.com auCrag.,r.Saari Tiles Into" Pen afthe Rwfln g System Conpflana Method: evaluation Repot hon n COlrpllmni Method: Everuslkn Report torn a Product EM uOm Entity Florida Registered Architect or a Licensed Florida Pronslonr Engineer SAUMLabomm A Pradud Yoy.Nurbror Wnr OWety AmWaxt Approved let Use Asaaved for ter e11Qffil Ilnlm tin Snxony-Snake, 6kt4, Cauntry9ra, all Old English 1� intl10S outarm MvMZ 6lilaNlY erasers Th." sal mpad 1 Deck•At" 0M a7R1-Built Nck-Air l)" Low Phis, Polypropylene Piano, Foci 12Yli 5 No Yee Me •97.60-073 1T Satiny 00-ace. Shake Amp: 6TIN Sheka Meehmleaty Attached to Pymood Doak. 1B. Sxay 600- Safe, Shea Kemp: SON Shake 19 Saxony, 700- Shieks, Sra Bump; Spilt Shake 20 27 Sam'[ 700- Sheka, Slre 65MP: SON Shake Te)asEDpIn.l9erra- 26 'All. Florida Department of Business & Professional Regulation Page I a 1 Building Codes and Standards 125/zoz2 Product Approval Application Detall 226 Entiwor Dim pY Data Partial TV- Version Manufaenrree comeet EnniAW&Uesne validgtad By Validated Ibmftd FISC Approval Approved status Revision 2020 All Ammicen Shutters and Glass Mica Barbieri Frank L. Ben nardo, RE Troy 8sill RE 10/2812020 10/15iii 11IM2020 12/1 Approved Category'. Shrdbfs (561) 712.9882 PE0046549 (954) 947.0880 auleCafti. Storm Pan" mlkeboallamerloanshutte Complance Method; Eveduabon Report froma rp.cam Fiords Registered Amhtbect at Licensed Florida Ptd*ss-,.l Engineer ItLetuampromwo Spa Product Made], Number Car Name Oualdb Aesunnm Product Description Contract eAouaam Amroved sir Use Ammw(d far Use Data in HVNZ Outswm HVHZ jBtaagl rAliabnt Design Praesury 1 24gs Galvanized Steel Storm Ponals 24ga Galvanized Steel Storm Panels 12312022 Yes Yes Yea N/A GM mm Version Mmurathar Reveon 2020 Weyerhaeuser callow. 3truoturel Cmponerts S,bC denary. Erapinaered Lumber Compliant. Mrhpd: Evrurltn Report fr- is PLow:ati PtdJdcta product Evtduall Entry - Hl43 Ito" illiel Material or N� 1 Miami LVL 2 perollem OSL 3 mmhbs-Shcof LSL 4 TJ Mm Board 5 Wsyerime wRm Board Florida Department ofBusing" & Professional Regulation Building Codes and Standards Product Approval Application Detalt FaebL¢ Carlit ougnm a license veYred By Rob Brdnln IOC &.lueem Seri LLC Ion Lehrer. P.E. (253) 924447H (son) 839-328e Robat.B.IdMn@wqMe ewer.com Product Dowdedw Laminated Vanar Lumber Pirelli Stand Wnnhar Laminated Strand U br Structural Composite Lumber a Oriented Strand board min Board oriented Stand Board Rim Board P.ge 1 d/ en42g21 Florida Department of Business & Professional Regulation Page 2 a2 Building Codes and Standards iommi Product Approval Application Detail 1lortiLaE Seoterd FadiutLt1ir�M 1tiulared.9L pK! Cana YegtlttW �.Oa f9GBMuafMl !- aaara)ad ima Nick Thompson Lyrd. F. Sdvvnuf, P.E. Ryan J. King, P.E 02n UM21 0Nh52021 0222102l 04n3/2021 APProed 1330) 922-2389 PH3409 1813) 767-6sm rdhompsonoudside.can Ouaigv As- Annoyed is, Use Aaoreved fa Use b2id 2ift Product Caecrlppm Congress EVdlm Die In 14VMZ Cuted. MVe12: Ra.lelaY Pr-. Vent a Sold vtlyl Sant 12131QO23 No Yea No WA Vent a Slid Vyry1 Sena 12131=3 No Yes No WA Vent a Sold vilyt sofa 12t8112023 No Yes No WA vent a sold Veaye rota 121310023 Ni Yes No WA Vent a sold Vkyl Sea 12)312023 No Yes No WA Vent a Sdid Vary! Sofa 121312023 No Yes No WA Product Dncrkgun 2626 9e #Me roafwrluww with borne 20 pe. 26 pA ratio roofvmblgw Mb IntegratedDefM 26 9L static move nelsta MBl bMs Quality Assurance Selya6ErWat Acor&M a Use I1.11:1 : Approved for Use )alWial llmr sum 1299 d p2m EMNLM ONC8 = Yes Yes NM WA o9goil 028 No Yes NIA WA5215 091082026 Yes Yes NM WA 090m 28 Yea Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FaeicJl[ Conttg Engineer 9 Lik70!! Validated lk Andersen Robin LAP6t0 Unff m Evoluston Gary W. Vhlker (801)380e091 SgrAm LLC. (205)854•0160 RWrAmdemm®bad.eo m !go TOM Verrorn Manvfaeturr R"Illon 2020 Place McMI Products Inc. cr glow. Roolg 6ubCregory: Rookg Aocosaiw that are an Inti Pan of be R.Ong System Compllreas Method: Evaluation Report from s Flalde RegeterodArMNeot .. Licensed Florida Prdasalpn.l Fsgin.er AMA product Modal N,,*, or Me- 33 3- FLAMCO aquot:RV lO Ridge Venbqua: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.p.1 d2 immi Florida Department of Business A Professorial Regulation Peas I at Building Codes and Standards 10=1 Product Approval Application Detail l�IiLPL $e all Date Routine aft C lhram--Llama VYYred M yrlytl ub.W d PW AmroW Asprovad stm- Clark Janes James L. Bucker. RE@ sicken M. Urkh. PE D9r171.21/20 091252020 1000421320 12r1fil Approved (904) 783-8400 CBUCK Engioearhg (717) 317-fill drk@f1.me0.com PE-31242 dmlav Aswr Approved for Use Aporowud for Ws, faM Dedw produce escrialVerne la Owned rates tabnatsd 1231�2024 �= Y � p from 0.028' Al-rurn Oualav Assurance Aooroved tar Use Approved fa Use btm gall $ 7 _ g ! d Egai Ape Qmt!t Poo Use Approved for Uses onion),su Flat Prollh- Oenver, C0 t2/312020 No Yu MIA MIA MOraotnrs Sgq a Product Modal. Number or Name Product Deeerlplbn CortCaet Elmifatlon Data In li In HVHZ a Dutaltle HVHZ RaalMent PreaWre Flat Profile • etak(en. 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LLC 07M400M Q7M40020 070100M Jppr—d (IM)02" m 9mNtAmsmm Amsmad Or Un A00WAdhE{I• laid rdm CMrrtimskalMOMe mRVW 0101016 w4m mwm am2U2011 YVrr Y. Ne NSA ♦(-a'' ^W W Qi o 3 L Q 0 c .5 cu U im cl)Q-/j1 O O L- O W Q ICU0 U- .cn -0 L Q� L U Q z z W J tom: c cr3 0 i t= d It O ro C1 nil W C m iC C W CS. � o d 17 d C r=0 y al SC d t 6e Cs 3 3 i m ar .t2 u w c cm Is (Y • 9+ t� t O d V L cn E A� W zU) ICU > L CL O Q L C O L N V � m Q F- i- O L W� ¢ z J z a August 10, 2022 SHEET NO. PA 1.2 _ _ , _ _ e 1 - _ _ _. 1 if, L---------- _ - Jl-rl __L_I r 1 _ _ 1. I _ • Updated 12l30/'1020 Simpson Strong -Tie 2020 FBC Approved Products P P� g PP F direct n to al SS approvals below; LLQJLbJ E For Inks i .Tapp al listed av, S For additional information regarding Florida's Statewide Product Approval System and MamDade County Natice or Acoaptence (rod), CLICK HERE. FL#2355-R7 §KJ Product Modal. Number or Name Product Description 1 Triton Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Trillion stainless steel masonry screw FL#OS99-RS gas # Product Model. Numberor Name Product Description 1 SDI 0112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212; SDI Ol12, SDI 0212 Strong -Drive SO Connector Screw 3 SD9112SS, SDO212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong-DrNe SDCP Tim ber-C F Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP221912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong-DrNe SDHRCombo-Head Screw 7 SDS25112; SD525134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw SDS25SM: SDS25800,SDS25800 8 SDS25112SS, SDS2520CSS, SDS25212SS, SDS2530OSS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FLVI()007-R$ Sin Y Product Model. Number or Name Product Description 1 ATR318, ATR1/2 ATR5/8, ATR314 Threaded Rods 2 ATUO5, ATUD&2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BPI/2, BP1/2-3, BP5/8-2, BP5/8-3, SP314, BP3/43, BPRTUD3-4 Bearing Plates 4 CNW318. CN1N112, CNW518, CNW3/4, CNW&8-1/2, CNW3(4-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUDW, CTUD75, CTUD7e, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, NO Heavy Hex Nuts 7 RTUD3, RTUD313, RTUD4, RTUD48. RTUD5, RTUD6, RTUD7, RTUDB Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplirt Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tledown System 12 URS5 518" Uplift Rod Run Tiodown System 13 URSB 314" Uplift Rod Run Tlackim System FL#10441-RS Sacs Product Model. Num leer or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HIDC10122 Hold-down 3 H008, HH0011, HHDQ14 Hold-down 4 HDU2, HDU4, HDU5, HOU8, HOU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor e LSTHDB. LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PASS Slap -style purlin anchor 1D PAI18, PAI23. PA128; PAI35 Strap -style purlin anchor 11 STHD10, STHD1 ORJ Strap -style hold-down 12 STHD14. STHDI4RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJ0l1020 For direct Inks to all SST approvals Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Morn -Dade County Notice of Acceptance INCA). COCK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 5-310" to 15-1/8".. 22 LBAZ series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 9.3118" to 13-1/8". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 7/8" and heights ranging from 9" to 33-112". 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to & 718" and heights ranging from 9" to 32-112'. 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/18" to 5- 1/8" and heights ranging from 9-114" to 24". 25 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3318" to 7-118". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in w idths ranging from 1.911 Wild, 7- 1/8" and heights ranging 9-114'to 32". FL410960-RS Aw 'roduct Model Numher or Name 1 ABA44; ABA44R, ABA46, ABA46R; ABA86: ABAB6R 2 ABU44, ABU44R, ABU46, ABU461R, ABU5.5, ABU5.6, ABU65, ABU66, ABUSER, ASU88, ABU88R, ABU1010, ABUI010R, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABWWRZ, ASW7.7 4 A04, A04R, ACE4, ACB, ACBR, ACES 5 BC4, BC46, BC4R, BC6, BCBR, BCS, BCS2-2/4, BCS2-3/6 6 CB44, CM, CB*, 0968, CB66 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SD52, CB5088-5052, CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCQSDS2.5, ECOQSDS2.5 Series 10 CPT44Z, CPT66Z, CPT88Z 11 EPU4A, EPB44, EPB4e, EPBW 12 EPS4Z 13 LCB44,LCBW 14 LPC4Z,LPCSZ 15 MP844Z, MPB68Z, MPB88Z 18 PB44, P844R, P846, PEN. PB66R I7 PBS44A,PBS46;PBS06 18 PBV6, PBV10 19 PC44-16, PC48-18, PC48-18, PC64-16, PC88-16, EPC44-18; EPC48-18, EPC48-16, EPC64-16, EPC66-18 20 PC4Z. PC4R4 POW, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPCBZ, EPCBRZ. EPC8Z, EPCBRZ 21 PPB44-4Z, PPB44-BZ 22 RPBZ FL#108SSR5 Product Model- Number or Name 1 FJA, FSA 2 FRFP 3 131146-6, GH46-8, GH4&Q GH48A GH410.6. GH410-8, GH66-6, GH66-8, GH68-e, CH8& 8, GH610.8, GH61D-8 4 GLB5A, GL65B, GLB5C, GLBSD, G1.87A, GL87B, GLB7C, GLB7D 5 GLBT512, GBLT812, GLBT518, GBLT816, GLBT520, GBLTS20 6 HGLBA, HGLBS, HGLBC, HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP10SD83 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Boned column caps with Wt ranging from 3AM" to 9.1/7 and W2 ranging from 3-518" to 7-112" Screwed column caps with W1 ranging from 3-1/4" to 9.1/2" and W2 ranging from 3-&8" to 7.1/2" Concealed Post Tie Base Embedded Post Bass Embedded Post Base Embedded Column Base Light Post Cep Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plata Heavy Glulam Bearing Plate Heavy Girder Tiadown Universal Foundation Plate Universal Retrofit Foundation Plate • Simpson Strong -Tie 2020 FBC Approved Products Updated 121J0/2020 For direct Inks to all SST approvals listed below, CLICK HERE MMMMIMMI For additional Infomlation regarding Ftaldss Statewide Product Approval System and MOM -Dade County Notice or Acceptance (NOA). CLICK HERE. FL#10446-RS Product Modal. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, AP644R, APVB66, A,PBWR, APB88, AP888R, APB1010, APB1 DIOR, APVB44, Outdoor Accents Post Bases APV844R,APVB66.APVB68R,APV8S8,APVB68R,APV61010,APVB101DR 4 APDJT2-4, APDJT2R-4, APDJT2-6, APOJT2R-6, APVDJT2A, APVDJT2R4, APVDJT2-e, Outdoor Accents Deck Joist Ties APVDJT2R-8 5 APHH48, APHH46R, APHH610, APHH61OR Outdoor Accords Heavy Hanger 8 APL4, APL8, APT4, APTB, APVL4, APVLS, APVT4, APVTB Outdoor Accents L and T Beam-to-Colurm Ties 7 APLH24, APLH24R; APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CST4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJr5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wail Stop 13 FG4, FCS Freming Clips 14 FWANZ Foundation Wall Angles 15 GAt, GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S, H14. HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HHB Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 M. L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skswable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ281.2, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSRI.81, LSSR2.1, LSSR237, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 28 LTP4, LTP5 Tie Plates 27 ML237, ML242, ML287, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Root Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Root BoundaryClips 32 RST-3 Roof Tie -Down 33 RTC227, RTC42, RTC22, RTC44 Rigid Tie Connectors 34 STC; STCT, DTC; HTC4 TrussClips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL010447-R5 Sell # Product Model. Num bar or Name I AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81,HCP2,HCP4 5 HHRC2-2, HHRC42, HHRC42.2; HHRC411.81, H4RC44 HHRC5.2513.25; HHRC5.3713.1$ HHRC86 8 HRC1.81, HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSU26, LSSU28; LSSU210 9 TBE4,TBE6 10 TC24; TC26, TC28 11 THA29, THA213, THA218, THA218-2; THA222-2, THA413, THA418, THAC416, THA422, THAC422, THA426. THA422-2, THA4262 12 THAI1,81/22, THA1206=, THAl2.1/22, THA1222, THAI322, THA13522, THAI422 13 THAL422,THAR422 14 THJA28, LTHJA20, LTHMA 15 THJM2-4-SDS3, THJM2-5SDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 1213o12o2d For direct Inks to aIISSTappfWalslsted below, CLICK HERE For addtonal Information regarding Florl Statewide Product Approval System end Maml-Dade County Notice of Acceptance (NOA), CLICK HERE. FL#10456-R5 Ing Product Model. Number or Name Product Description 1 ET. BTS. STH Brick Ties 2 CMST12, CMST14, CMSTCI8 Coiled Strape 3 CS14, CS16, CS18. CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 6 CTS218 CompressaATension Strap 6 DSP, SSP, TSP Stud to Plate tie 7 H1, H10A, 1-1125A, H3, H8, 117Z, His, HISS, H16-2, Hle-25 HurricansTies 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 HurrlcanaTie 10 HSS2SDS1.5, HSS2.2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5; HST8 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQ1 BKTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTS20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium GirderTiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883, MSTC88133 Pre -Bent Straps 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-12, NCA2X12-12, NCA2x&16, NCA200-18, NCA2xl2-16 Bridging 27 RCWB12, RCWB14 Wall Bracing 25 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4; SPB, SP8 Stud Plata Tie 31 SPH4, SPH8, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST78. ST22, ST292, ST2122, ST2115 ST2215, ST8215, ST6224, ST8236 Straight Straps 34 TB20, T627, T830; TB36, TB42, TB48; TB54, TB56, T880 Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB108, W151000, W6128, WBf26C, W8143C Wall Bracing i T1-Y IN Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.83-SDS, HGU5.25SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00•SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hp Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.506SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25SDS, Light Slopeable/8kerwable U Hanger HHGU9,D0 SDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.81/9SDS, HU001 AVIISDS, HUCQ210-2SOS, HUCO210-3SDS, HUCQ310- SDS, HUC0410-SDS, HUCQ412SDS, HUCQ525J9-SDS, HUCQ5.25/11SDS, HUCQ610- SDS, HUCQ612-SDS ® Simpson Strong -Tie 2020 FBC Approved Products Updated 121 (k=0 For direct Inks to all SST approvals filed below, CLICK HERE For additional information regarding Fonda's Statewide Product Approval System and Mami-Dade Canty Notice ofAcceptance (NOA), CLICK HERE, FL#114t38-R5 12" Product Model. Number or Name Product Description 1 HHUS210.3, HHUS210-4 Joist Hanger 2 HRSB, HRS8, HR312 SiapTies 3 HUCQ210-2-SDS, 14UOQ210-3-SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02-SDS3, THG03SDS4.5, THGQH2SDS3, THGOH3SDS4.5, THGQH4-SDSG Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger FLi111473-R5 JMg Product Model. Number or Name Product Description 1 DE-TAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS, H18.2, H18-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALIB, HETAL20 Embedded Truss Anchor 6 HGAMIO, HM9 Masonry retrofit connectors 7 HHETA16: HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18• META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM30, MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#11496-RS All" Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowne 3 HD3B, H056, HD7B. H09B Bolted Holdowns 4 HTT4, H775, HTT5-314 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#136�-R8 Jea i Product Model. Number or Name Product Description 1 SB5/8x24,S8718x24,SB1x30 SBAnchor Bob 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI6L, SST92OL, SSTB24L, SSTB Anchor Bolts SSTB28L FL#13872-R4 SK x Product Model, Number or Nama 1 CMST112, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 2 HRS6, HRSS, HRS12, FHA6, FHA9, FHAl2, FHA18; FHA24; FHA30, MSTI26, MSTI36, MST48, MST1180, MSTI72, StMST27, S/MIST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 8 LSUBH3.25, SUBH3.25, MSUSH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST8224, STU, ST12 ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, STS236 11 MTS12, MTS18, MTS18, MT520; MT830, MTS24C, MT830C 12 SfO1.56, S/B1.81, SIB2.06, SIB2.37, 862.58, SIB2.68, S/B3,12, SA33,56; SIB3.82, S/B4.06, SB4.12, SB4.28, SI34.75, S/B5.50 13 S'BA2.1218, S18A2,12/10, S/BA2.12/12. S1BA2.12114, S/BA4.18/8, S1BA4.18/10, SfBA4.1Sri 2, &BA4,18114 14 SIH1A 15 S/HDSS, SIHO88, SMD10S. SM010B, S/1-1015S, S11-I015B 16 SfHDU4, SVDU8, SIHDU9, S1HDU11 17 S+JCT. SIHJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHCTF) hangers available in widths ranging from 1-9/18" to 3-9118" and heights ranging from 9.118" to 23-15116". Face -mount hangers Faoe•mount hangers available in widths ranging from 1-518'to 7. 318" and heights ranging from 5-5/16" to 12-718". Face -mount hangers Face -mount hangers Strewed fate-mourit hangers available in widths ranging from 3- 1/8" to 5-1/8" and heights ranging from 4-V4" to 15-314". Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models: only acute flange Is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-911810 7- 1/2" and heights ranging from 2-718" to 19-114'- Concealed flange version (HUC) available forall models having width equal t1 or greater than 2-9/18". Face -mount hangers �I • il Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For died Inks to ell SST approvals filed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and MamlDade Canty Notice of Acceptance (NOA), CHICK HERE, 18 S&BV1.56, S1LBV1.81, VLBV2,06, SILBV2.37, S(LBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers S/LBV3.56, S1LBV3.62. S/LBV4.06. S/LBV4.12, S/LBV4.28, S4-BV4.75, SILBV5.50 19 S/LTT20, S1DTT2Z, SM714, HTT4, HTT5 Holdowns 20 S/MST80, S/MST72 Straps 11 a mil (10 go) 21 SP4, SPS Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 T13D22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 Sea # Product Modal. Number or Name 1 CCOM3.62-SDSHDG, CCQM4.82-SDSHDG, CCQM5.50-S0SHDG, CCTQM3-62-SDSG, CCTOM4.82-SDSG, CCTQM5.50-SDSG, CCCQM3.82SDSG; CCCQM4.62-SDSG, CCCQM5,50SDSG 2 ECCLQM3.62G.KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.62G-KT, ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- KF, ECCLRQMD5.500-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM26-2, LGUM26.3, LGUM26.4, LGUM28.2, LGUM283, LGUM28-4. LGUM210.2, LGUM210-3, LGUM210-4, LGUM46, LGUM48; LGUM410 5 MBHA3.12/9.25, MBHA3.12/11.25, MBHA3.56/7.25, MBHA3.561925, MBHA356/l1.25, MBHA3.58111.88, MBHA3.6&14, MBHA3.58/16, MBHA3.56/18. MBHA5.5W.25, MBHA5.50M.25, MBHA5.50111.25, MBHA5.50/11.88; MBHA5.50/14, MBHA5.50116, MBHA5.50118 6 M81-11.13.5619.25, MBHU3.5&11.25, MBHU3.5&11.88, MBHU3.56/14, MBHU3.55/16, MBHU3.56/18, MBHU5.6019.25, MSHU5.50/11.25, MBHU6.60111.88; MBHU5.50/14, MBHU5.50/18, MSHU5.50/18 FL#13975-R9 Seg X Product Model, Num bar or Name 1 SOW22300, SDW22338, SDW22438, SOW22458, SOW22500, SOW22600, SOW22638, SDW22834 2 SDWC15450, SOWC15WO 3 SDWHI0300DR SDWH19400DB, SDWH1960OD8, SOWH19800DB, SDWH1910000B 4 SDWr1274ODG. SOWH278MG: SDWH278000, SOWH2710DOG, SDWH27120OG 5 SDWS16212, SDWS16300, SDWSI6312, SDWS16400 8 SDWSl9800, SDWS119712, SDWS22400,SDWS22500;S9AW2512, SDWS2215M. SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 7 SDWS2230CDB. SDWS224OUDB. SDWS225000B. SDWS-nWDDB, SDWS22800D6, SDWS221000DB 8 SDWS22312DBB, SOWS22512OBS 9 SDWS27300SS. SDWS27400SS. SOWS27500SS, SDWS2760OSS, SDWS27800SS, SDWS271000SS, SOWS27120DSS 10 SDWV13400 II STN22 Product Description Masonry Pier Caps Masonry Per Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong-DriveSDWH TIMBER-HE(Screw Strong -Drive SDWH TIMBER-H EX H DG Screw Strong-DrNe SOWS FRAMING Screw Strong -Drive SOWS T I MBER Screw (Into nor G rade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL.#15363-R3 3-111111.1 Product Model. Number or Name Product Description 1 AS 18, AS 1885, AS 1 BS8 18 ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 A5HP Hinge Plate Connector FL#15730-R4 acd" Product Modal. Number or Name Product Description 1 Er -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, COPS, GW-50, GW-76, OW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/342020 For direct Inks to all SST approvals listed below, CLICK HERE. For additional (Mannaton regardingFlorlore's Statewide Product Approval System and Maml-Dade CountyNalNotice Acceptance (NOA), CUCK HERE. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518' to 3- 9118" and heights ranging from 4.5116" to 11". Concealed flange version (H USC) available for models having width equal w or greater than 3-9116". 12 IUS series hangers Face -mount hangers available in widths ranging from 1.7/8" to 3- 5/8" and heights ranging from 9-1 /d" to 16'. 13 LGU3.25SDS, LGU3.83-SDS, LGU5.25SDS Face -mount hangers 14 LU24, LU25, LU28, LU210 Face -mount hangers 15 LUC287, LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-006" to 4- 5I8" and heights ranging from 3" to 1015/18 . 17 MGU3.63-SIDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SOS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9/16" to 5- 118" and heights ranging from 6-16116" to 19-1/2", 19 MUS26, ML/S28 Face -mount hangers 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I- 9/18" to 3-9/16" and heights ranging from 3-1118" to 13314". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on y acute flange is concealed. 21 U series hangers Fate -mount hangers available in widths ranging from 1-9116" to Wand heights ranging from 2.5W'to 11.1/4". FI-910667-R8 Sea Y Product Model. Number or Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1I8" and heights ranging from 7-1/8" to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 3.518" to 7- 1/8" and heights ranging from 9-114" to 2C. 3 DGF series hangers Top flange hangers available in widths ranging from 1-117' to 3- 518" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 5/8" and heights ranging from 9-114" to 24". 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 11" to 32-1/7'. 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/4" and heights ranging from 11-114" to 37'. 7 GLS series hangers Saddle hangers avallable in widths ranging from 3-114" to &7/8" and heights ranging from 8-112" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32'. 9 118 series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/2" and heights ranging from 8" to 30', 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-78" and heights ranging from 10-112" to 28". 11 HGLT serer hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-117'to 32'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14 fo 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/10" to 3- 9/18" and heights ranging from 18"to 28". 14 HUSTF series hangers Top flange joist hangers available in widt hs ranging from 3-18" to 3-9/18" and heights ranging from 5-318" to 13-1/8". 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 1.9116" to 5- 1/2" and heights ranging from 3-7/16" to 15". Concealed flange version (H UCTF) available for all models having width equal to or greater than 2.9/10". 18 14WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging from 5-3/6'to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 5.318" to 32'. IS ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 5/8" and heights ranging from 9.118" to 16'. 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-M" to 7.14'. 20 JBA series hangers Top flange hangers available in width of 1-9MIT' and heights ranging from 9-3118" to 13-118". EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/90l2020 For direct Inks to elf SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System aid Maim -Dade Canty Notice of Aocoptauce (NOA), LICK HERE, 5 SET-XP Adhesive Anchor for concrete 8 Strong -Bolt 2 (STS2, STB24SS, STB2.6SS) Strong-Bok2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HO (THD-H, THD-HMG, THD-H4SS, THO-116SS, THD-CS, THD-CSBSS) Then HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with ooumbersunk head in carbon steel and Type 316 stainless steel 8 Then HD Rod Coupler (THD37634RC, THD50934RC) Than HD Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (rHDB25158RH, THDB37155RH, THD37212RH, Tien HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R8 Jgp,g Product Model. Num bar or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titen 2 (TTN2) 6 Triton HD (THD-H4SS, THD-HBSS, THD-CSSSS) 7 Titan Turbo (TNT) FL1k16937-R3 fit" Product Model. Num bar or Name 1X34B101MK,,XIS1016,XI810184K,XQ1S101S.XQ1B1016.4K 2 XLQ114T1224. =11461224.2K 3 XMQ114SI224, XMQ11481224-2K 4 XQI14S1224,XQ11481224-25K X114S1224,XQ112SI224,XQ11281224-2K 5 XU34S1016,XJ34BI016-5K FL#35320-110 Product Model Num bar or Norma 1 DSSCB43.5; DSSC848, DSSC848, DSHS 2 FCB43.5, FC245.5, FCB47.5, FC649.5, FCB411.5 3 FPHSD34S1018, FPHSD34B1015, FPHS034SIOle-5K, FPHSD34S1214, FPHSD34B1214. FPHSD3481214.5K 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4,25, SFC6.25 6 LSSC4.25, LSSC6.26, SSC2.25, SSC4.26, SSC6.25, MSSC225, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5,5, RCKW7.5, RCKW3S, RCKW5.5S 7 SCB43.5, SCB45.5, SCS47 5, SCB49.5, SCS411.5, MSCB45.5, MSCS47.5 8 SC532-5/97, SCS62-5197, SCS62-WI IS. SCS82-5N18 9 SCW3.25, SCW5,5 10 SJC8,25, SJCIO.25, MSJC8.25, MSJC10.25 11 SS93.518 12 XLSH34B1414,XLSH78B1414 13 XQ1SI018, XQ1B1016-4K, XQ1S1214, X0181214-15K, X078SI224, XQ78BI224-3K, XQ1I4S1224, XQ1I4BI224-2.5K, XQI12S1224, X0112B1224-2K, X3461016.5IC X1S1016,X1B1016.4K,XiS1214,X1B1214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Ad hesive for masonry SET-XP H gh-Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description #10-18 Strong -Drive X Metal Self -Drilling, Tapping Straws with #3 DNII Point #12.24 Strong -Drive XL Large -Head Metal Sag -Drilling, Tapping Stxews with ifs Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12.24 Strong -Drive X Metal Seff-Drilling, Tapping Screws with 06 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling. Tapping Screws Steel Framing Con nectc r Seel Stud Connadtors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head-ofAA611 Side -Clip Connector Sisal Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong-Drive)(LSH Shouldered Self -Drilling, Tapping Screws 410-18. ill 2-14, and Al 2-24 Strong -Drive X Metal Self -Drilling, Tapping Straws -4--a CD W N CD W U N 2- Q O O >` C .0) N U 0 CD 0- a)a) C CD CU 0 O CIO vJ 0 c � d 0 O CIO U_ O .( Cn a) c L O Q ``6^^ VJ a z W J � N O LV W � o O V N m H iL rA o L Q O i9 N 3 � � os c rs •� ro ep 3 ~ e7 O T V, A >L 0 CD IW z Cn Clio `v > O L- O CL L U O L CL L CC 1� O L� ICU W W z J z Q J IL 1 SHEET NO. PA 1.3, MIAMM 30A3a4MbKCOUNW I"ROnUt:TCtDtI'8o1. Srt:'riCrN PGT Isdostrie% Lee. PG"TbWWs0*%Inc. PGT IndmGines. Inr1 1 iarr5 Sw 2a a� Roodn= NOTICE OF ACCEPTANCE: E'%1DENCE SUBMUTED �I'OTLCE OF.AC CEPTANCE. EVIDEL�TCE S`I3B�TF.D DEZARTMUffO RRGtn.,Ak'i'ORYAND ECO1PCMUC RESMACES ) Mom _Vo l& 33175-2474 BQUW AM COOF.eUT"TIONIMISN"I T C7ss)31s-2W F CM) 315-25" NOTICE OF ACCEPTANCE: EVIDENCE SUBM1 TED , ANCE D. QUALM ASSLTRACCEPTANCE NOTICE OF ACCEPTANCE (NUA) w�tr:aia.iiadesev ecoroaF 1. Evidence. submitted under previous NOA A. DRAWINGS B. TESTS (continued) I.- Mimi Dade Depaitinmi of Regulatory and Economic Resoirces OUR)_ FG?L►�fimctries tar. 1070 Technd &U Drive, 1 _ M2nisfacturces die drawings and seeds. 5- Test report an 1) Air InfilhVion Test, per FBC, TAS 202-94 North Venice, FL 34275 (Subtrrnted under N10A Na 11-0107. 694) 2) Unifoun Static Air Pmmm Test, per FBC, TAS 20294 E. MATERIAL CERTLFLCATIONS SCOPE: 2- Dawiqg No. gD3-5570.0, titled' Vmyl Sliding Ghm Door NOA aW , streets 1 3) W'aterR ante Test, per FBC, TAS 2Q2-94. 1. Notice of Affiance No. 15-0528.14 issued to Vision Extnumm Limited for their This NOA a being issued under the applicablerdes and regglab s governing the use of c _The thi o ugh 21 of 21, prepared by mamrfacturm, dated 10/O5I15, with revision A dated 4) Large Nfsssiie Impact Test per FBC, TAS 201-94 White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08113/15, documienta don subMAW has been reviewed and amepted-by1itami Dade CoumyRER Product Co:bol Section to OW5117, signed and seed by A- Lynn Air, P.E. 5) Cyclic W'md Premwe Loadingper FBC, TAS 203-94 expiring on 09i30119. be=cd is Af iamiDade County &W o6narmwlim allowed 4y dw Am&otrity Having hrriWict = (AID). 6) Fowed E11try Test, per FBC, TAS 202-94 2. Notice of Acceptance No.16-01t20.08 issued to Vision Extra Limited for their - % E This.NOA shalt not be valid afkrthe expir*m date statedbelow. The Miami Dade Couuty Prndwt Control Secio n B. TESTS along with marked -Up dawmgs and installation. diagram of vinyl didi ng glass door, prepared 1000 Tau 202 and tighter Shades (Non-VUw) Rigid PVC Exterior Extimsions for (In Ma>oai Dade Coustty) an4+'vrii►e AH7 (in areasother thatir Ntiaani Dade iCartgly) res erve the right to have this 1_ Test repast on 1) Unifor n Static Air Pie Test, per FBC. TAS 202-94 by F atiaal Testing Lab- Inc:, Test � No FTL &-tD, dated 11�17#�'15, signed and and Doors", dated 121 8116, encpiting on. 12129/2 i_ product"mgkt dnl testedfor grtalityas urmeepugmm. Ifthis product ormaterWfaih to pedmmin the accepted 2) Large Idissilr Impact Test per FBC, TAS 20144 sealed by Idaimis Ortega, P. E- (rest report revised on 12AWIS and 02/i 1116) 3_ 1�I r of Acceptance No- 15 2&15 i toVi ion. ExMisian Limited fortheir manner,themaa� daverwillincurtheexpense ofsudstestiagandtheAlUmayi elyrevoke, modify, or 3)Cychc Wind gee Loa}mgperFBC: TAS 203-94 ft. Test report on 1 Air infiltiatn>nmTw, FBC, TAS 202-94 'Brown Coated (Painted or Laminated) Nl7hO Rigid PVC Exterior Extrusions for suspend the. use of such product or material within theirlurisdi+ct on. RER reserves the right to revoke this withmadand and installation � of chat; �g � � �Yl $�?s P�p� 2) Uniform► Static Air Pressure Test, FBC, TAS 202-94 ) P=f NV%mfi wi's and Doors , dated OS1'13A5. expiring on 09130119_ acceptance, if it a determined byMawi-Dade Conidy Proodact Control Section that this paxtu t or material fails to by Ftmearatt¢n Testing Lab, Inc- Test Report No_ FTL 8717, dated 12/07115, signed and 3) Water Resistance Test, per FBC, TAS 20294_ 4- Notice of Acceptance No_ 164712.03 issued to ENEKGI Fenestration Solutions USA, meet the requirements of the applicable building code_ This product is approvediia describedhaein andhas:bcm designed to comply with the Florida Building Code_ sealed Idalmis Ortega. P_ E_ (lest on 02/15/16 and OD24116) 4 Nfissilr Test FBC, TAS 20194 ) Pg Inc_ for their ` TAN 3040 and Lighter Sues (Non-W hhe) Rigid PVC Exterior m�dmgtlae VelacityHrur�me Zone Highane _ 2.. Test report on 1) Air Infi�ativn Test .per FBC; TAS 202-94 a 5) Cyclic Wend Prussnre FBC, TAS 2Q394 LoadmBFa' Extrusions forWindows and Doers" ruled 09115116, expiring an 172+�1412L : Series x Hari DESCagthe Z«in`-1 r.�hdm' g Glass Dow (Rciafarcedj, rhso 90$ 8� I3�° ro�e9rs-L11dZ 2) Unifom Static Air' Pressure Test, per FBC, TAS 202-94 along w� malted-W & and installation diagram, of vmyl sliding ;glass door, P gored 5- Notes of Acceptance No-1"712.04 issued to ENERGI F� S USA, "Bronze APPROVAL DOCUMENT. DrawingNo, MD-55MA R.et B, titled "Vmyl Sliding Glass DoorNOA 41W', sheen 3) Water Rye Test, per FBC, TAS 202-94- 4) Large Missile Impact. Test per FBC, TAS 20I-94 by F Testing Lab, Inc. Test Rgmt No: FTL 8552, dated 12r'ti41i5, signed and sealed by IOalnns Ortega P. E- (Test report revised on 02/1512016) I. for their and Lighter Shades of Cara Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15116_ on 04/16120. 1 ttsroa* 21 of21,pr' edbymamdfacbuer dated 10MV15 and tag revised on 021tti11Z1, signed and sealed by S) Cyclic i lrrml Pmssme Loading per FBC, TAS 20394 ?. Test on. 1) Uniform Static AirPine Test- per FBC, TAS 20294 6- Notice of Acceptance No_ 1"712 03 issued toENERGIF ti�onSolutions USA, A. Lyme Millff,cenun mwa bearing me date byDade Countyumi-D de Conn stampioiL theNoiioe of Forced Test, FBC, TAS 202-94 � �� 1� 2 )Large Missile Impact Test per FBC, TAS 2Q194 Inc. for then' -White PVC Exterior Extrusions for W iadaws and Doors" dated Product Aceeptancemur�er avert expiration date by the i�ami Diode Caxmy Product Control Sec�lioa County along wdhnmdmd-nip drawings and iodation, diagram ofvmyl sliding glass door, prepared 3) Cyclic Wind Presme Loadingper FBC, TAS 203-94 08/10117, eking on 02/2S/1 9- MISSHX IMPACT RATING: Large and Sma1174 bAle Impact Reusta.nt by Fenestration, Testing Lab, Inc, Test Rgiort No- FTL 85:l6, dated 1 LPOd115, signed and along with manned -up drautsit p and installation. diagram, of vmpl sliding glass door, prepared T Test reports No(s).10-002-792(A), 10-06-M0527, 535753-tt9. per ASTME-84, Limitations: 1 _ See table 1(sheet 2) and table 2 (street. 8D forapplicable SGD unit sizes., design pry, reinfm meats types, sealed by Idalmis Ortega, R E_ Nest report revised on 01104/16 and 02i1112016) by F or Testing Lab, Inc., Test Rqxnt No. FTL 66M (samples A-1 thru A-22), dated AST1rri171929 and AST MD-635, usuod by EXOVA to V sum Extrusion for cellulosic glass types,. sill riser (seetables B-1 & B-2; sheets 7-3)andanchor�yoat sheets requirements in I � 1 G_ Test t t m 1r Infiltration. Test, ) AiIti_: � FBC, TAS 202 11/1911Q, signed and seated by Jorge A Canso. P. E. (Sublrtft�d uretier 14'OA Ard.11- a material. 2. Rigid White PVC, Tea (I+Fon-white) Rigid PVC sfldBroviei cooed (Paroledarlaminated)vehite Ri�.d FL'C to be labeled gee tefineooaed NOA'smqu remeats_ 2) Uniform Static Air Per Test. per FBC, TAS 2Q2�94 3) Water R ++ Test, per FBC, TAS 2029�# 010T Off) 8 Test report oft 1) Air Iufilttatil on Test, per FBC, TAS 202-94 (Submitted under 1V�4 ?1�a 11-111 � �4) S_ Notice of Acceptance Na_ I4-11916.II issued to Kuraray America., Inc. fox their 3- Egress operable floors must cmply with min clear a oft or heart per FBC requitment, as applicable. 4) L zge Missile Impact Test per FBC, TAS 20194 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Sentm-Glast (Clear and White) Interlayer", eagiing on 07/84/18. 4. Packet walls under sepaaate approved, to be raeviewedby Budding official 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Nome of Acceptance No.16-1117.01 iard to Kuraray America, Inc- fbr their L.4BELiNG: Each and shaltbear a pemummt label with the marIeiadorees game or logo, city. state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Dart Test per FBC, TAS 20194 "Tresifeit8° Ultrklear. Clear and Color PVB Interlayers", expiring on 07/08f i9. following datement'!rani-Dade Couatp' Product Conamd Awed%noted herein- alb with mares -tip dnwinp and installation. tlragtam ofwinyi sliding glass door, prepared 5) Cyclic Vrmd Pressure Loadingper FBC, TAS 203-94 RUMWAL of aril NOA shall be creed of Wr a reneisai application has been filed and there has beenno by Friars Testing Lab, Inc, Test RCP01t No FTL 9547, dated I2104115, signed and 6) Forced Entry Test, per FBC, TAS 202-94 F. ST ATF-MENTS change in the codez affecting the acmanceofthis �� 1��� � P� product, seated by Ortega, P_ E. (Test report revised on 02115i16j withmadmd draw' and insstaltation d- of 1 door, � � � mgraw� v'mY �� g 1. stat merit lletter<�ofconfo with FBC516Edition (2014) and FBC-6�Edition TERAiLtiATiON of this NOA will occur aReriheeapitatun dateor if than has been a rsevisim ors dm r is the 4. Test report on 1) Air Roar Test, per FBC, TAS 202-94 by Fenest stun Testing Lab, Inc, Test Report No_ FTL 6337 (samples A-1 thru A-5), dated (2017), issued by manufacturer, dated 08/14117; signed & sealed by Lynn Millet, PE. ma'leri &, use, andtor manufacture of1he product or proa ts. hfmw of d w NOA as anendonement ofany product, 2) Uniform Static Air Pressuue Test, per FBC, TAS 20294 1210b110, signed and sealed by Jorge A_ Cameo, P. E. (Submiad under X0 4 No.11- 2. Statesneat letter ofnta fi at interest, dated t?411811 T, issued by amarnrfacturer, signed for sales, adverhmng or any o9mrp rposes shall automatic aliytesmmie this NOA. Failureto complywkh any 3) Water Resistance Test, per FBC, TAS 20294 0107 09) & sealed by Lynn Miller, P.E. section ofthis NOA sib i be cmw fora nd nm ovaiot"i OA- 4) Lvp MmIcImpwi Test per FBC. TAS 201-94 3- lxtterof lab compliance, part of the atIovie test reports. ADtT-RTrmm,1'T: The NOAnumber preceded by tine words hLami Dade Casdy, Floru* and followed by the 5) Cyclic Wind Prey Loadingper FBC, TAS 203-94 C. CALC TLAITONS 4. RER-Test Progal No-17-0397, dated 05M5117, s4;Ioed by Ishaq Ctanda, P.E. e uatioln date br sn advertisiu lnexature. If n ofthe NOAis ad, then it shall be '� � Yid g anypor� display 6) Forced Entry Test, perFBC, TAS 202-94 1_ Arlclulr veti tiuon cat ubttiow and structural with FBC-2014, �a � done in its entirety. along with ma rlmd up drawings and mda0atwn diagram of vinyl sliding glass door, pM=ed gl erred by PGT, dated 12W/13and :last revised au 02115/16, signed anti sealed by G. OTHER INSPECTION: A co ofth is^entiveNOA,ballbe videdto theuaerb many uwryrits disbibntors and l� z� " by Faxon Testing Lab, Inn . Test Report No. FTL 8548, dated 124 KI5, rig wd and _ AuthonyLMiller,P.E.(Submflfea�de►t'11�a.4A�D.Is-I1.1o.U��, 1- Notiim of Acceptance No.15-1210.01, kwcd to PGT Izft#e>stties, fortbeir Series _ available at the -ob site at the of the Butld' OfEcial. metu�t ] r�ecP,rest uqg sealed byIdalrms Ortega, F. E- (lest report revised on O1,I W16 and 02111i16). - 2. Glazing � with ASTh+iE-130t]-09_ `i55701277r Vin�I Sliding Gla=Deor (Reinforced)-L.M.L" g on 04/14121_ This Ne cables & rtaevm NO A#20-WN.05 and consisf ofihispage 1 and evidencepaps E-1, E-2, E-3, E4, 5l*+4 1 Lx ►n l. 1w «„ j� r�. i � � E-5 der E-6 as well as aM,omd document menboned abow- The submitted dacurner tiaa was reviewed by Is>aq I Chasuta, PE, L&aq L CJma la, P.E. hhaq I, Chanda, P.E. �.� Irhaq L Ganda, P.E. Product Control Unit Supervisor Product Control trait Supervisor Product Control'Unit Supervisor MA Na..1-0:8raA3 NOA No. 21-0S116.03 NDA 11o.:1-81.05.43 NOA No. 214209.03 Expiration Dater April 14, 2026 EzpirationDate: April 14, 2026 Expiration Date::'April 14,2021 Expiration Dater Apri114, 2026 Approval Date: March r6,2021 Amoral Dal: March 26,2021 Approval Date: 3 arch 15,Ml Approva1Diate: AUrch 25,2021 Page 1 PGT ladnstries, Inc. CGI Windows and Doors, Inc. PGT 1ndustrie% Inc. NOTICE OF ACCEPTANCE: EVIDENCESUBMITED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBIfflTTED 2. Evidence Submitted under previous submittal P E. MATERI[AL CERTWICATIONS (continue) 3. NewEviritnce Submitted 5. Qtx Part Suner facer Standard cog with ASTM C518 Thal Conductivity A. DRAWINGS 0-991 BTU n1 hr -f 1', ASS 1F 249 WVIR Pass, ASTM D3985 C en-4'ns ASIM E A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B. titled `Vinyl Sliding Glass Data NOA (L.M)'>, sleets 2190 I.G_ sty Na Fog -Pass. (Subxtrtkd und+rrprc►4ous .i6T0.4 .NTa.15-040Q05) I. Drawing 1wio. ?lam5570.0 Rey- B, titled -Vinyl Sliding Glass DaorN(}A (LM)", sheets 1 1 through 21 of 21, prepared by manufacturer, dated 10,05115 and last revised vn dwxigh 21 of 21, prepared by manufacturer. dated 10/05A 5 and last revised on 021O1 a L 04 2120, signed and scaled by A- Lynn Mififf, PE_ 6. Qua= Part Duraseal complying with AS'TM C519 T3em1al Conductivity 2.22 BTU-W signed and sealed by A_ Lynn Miles, P.E. he fF-`F. AS-IM F 1249 WVIRPass, ASTM D 1434 Argon P Pass, ASTA4 E Note_ This re anon consists replacement of same existing installation scan with flat head. B. TESTS 2199 I.G- . Dumbahty-No Fag, ASTM E 546 Deng Point Developcat 20eF in 48 hrs- 1. Test reports ow 1) Air InfiltrationTest, per FBC, TAS 20294 (S*bm°Arid under NO_4 No. I S-049-0 05). 2) Uniform Static Air Pressure Test, Loadingper FBC, TAS 202-94 7_ V Ext ns. Ltd- Parts complying with PVC-AAMA 303-13, Votary Specificatim B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 far Rigid PoIrmyl Chloride (PVC) Extem Profiles for Vises Fes, Ltd. -VEX -I by L None- 4) Large Mtssile Impact Test per FBC, TAS 201-94 AAMA Fme s M = Exterior Profile Cc W k a= ftVam. (Srrburi el under NO 4 Na 15 C. CALCULATIONS 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 0409 0►5) 1_ None - along with marked -up drawings and in"lat on. diagrann ofall PGT Idustnes, Inc_ 8_ Vision Extruskns� Ltd- Parts complying with PVC-AAMA 303-13. . representative units listed below and tested to qualify Dowsii 791 and Dewdl 983 silicones, (Subjr hkd tinder NO-4 No. I5-0411 05) D. QUALFIY !1:SSURAN CE prepared by Fenestration Testing Laboratory, Luc_, Test Reports No.: 9: PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chktdde (PVC) Exterior FTL-7897, PGT PW5520 PVC Fixed Wmd w (unit fi is p mposal), dated 09/03114 Profr`tes for Vision Barusions, Ltd- VEX-1 by AAMA Fenestration Exterior PWIVe 1. Basle Department of Regulatory and Economic Rem (RER)- FTL.-20-2107.1, PGT SGD780 Alurnimm Sliding Glass Door (unit 7 in pWosal) FTL-20- Catif cattion Program" 2107.2, PGTCA740 Alan" OutswingCat Window (unit 8 in proposal) YTL-20- 10. Notice of Acceptance No- 184217.14 issued to Energi Fla Solution, USA, Inc. for E. MATERLAL C'ERTIFITCATIONS. 2107.3, PGT PW7620A Aluminum Fixed VTmdow (unit 9 in proposal) and FTL-20-2187.4. their -Tan 3040 & light shade (non-w ) Rye Rigid PVC Exterior Extrusioons for 1 Notu+e of Acceptance No.19-0305.02 issued toKerarati America, Inc. for their PGT PW7620A Alumimtm Fixed VTmdow (writ 10 in proposal) darted 07/13/20, all signed Wfndows and Doors", erring on 02/04121- "TrodhW Ultradear, Clear, and Color P`B Glass Intedayrers", expimg on 07r' 14_ and sealed by Idatmis Ortega, P.E. IL Notice of Acceptance No. 184122.02 issued to Energi Fenestiation. Sohition, USA, Inc, for 2. Notice of Acceptance No.17-0808.02 issued toKurarar America, Inc. far their their series `fir .Rigid PVC Exterior Extrusions for Windows aad,Doot37, espning on "SenttryClasllr (Clear and Rilrite) Glass Interlarers", a gxmig on O 3- C. CALCULATIONS 02128 3- 3- Notice ofAceep<t2=NO. 19-110610 issued to Vision Ex rusums Lied for their `Bra" L Aaclintr and structural analysis, complying with FBC 7& 12_ Notice of Acceptance No- 20-0203.03 issued to. Euergi Fenestr tiro Sow, USA, Inc- for Coated {Piloted or Laminated) Rote Rigid PVC Exterior Examdaius for�'indorvs E�oa (2020). dated 0412�'2Q, prepared by mam>faicilrrer, sad. and sealed by t}teir `Bronze dr light shade cap crrattaed White Rigid PVC Exterior Extrusions for and Doors'", egg on 09130124. AutbanyLy= A+fli ter, P.E. Windows and Doors", expiring on 116f25. 4_ Nth ofAcceptatwe No. 18-1106.11 issued to V E 1.muted for their series 2. Glazing compIlies with', ASTME1300.04, -W, -12 and -I6. "VE Iit00 Tan 202 and lighter shades (lion-WhW) Rigid C44nlar PVC Exterior D. QUALMASSURANCE F. STATEMENTS Extrusions for'%Iudows and Doors'x expiring an 12r2.9a1. Miami -Dade Department of Rgpilatory and Economic Resources (RFC). 1. State�t letter of coafodma nee to FBC 7d' Edition (2020). dated 04,MO, issued by � signed and seared by Anthony Lyrm Miller, PE_ F. STATE R-TS E. 'MATERIAL CERTIFICATIONS 2. State neant Better of no financial interest and of independent, issued by mamorfachuer, dated L Statement letter of aouf emance to FBC 7n Edition (2020), dated 02M1121, issued by 1. Notice of Acceptance No-1S1-0W-02 issued to Kuraray America, Inc. for their 04/181.20, signed and sealed by ArthOny Lynn Miller, P.E. n2mifadtirer, si M and sealed by Anthmy Lynn Mrs PE. "Tra foYg Ultraclear, Clear, and Color PVB Gloss Interlayers", expmng on 3. Private Labeling Aft document between, PGT. dated 03f3Q/IS and signed by all 2_ Private Labeling Agreeinent dated 03MCI between, PGT Industries, Inc. and CGI 071i1$124. invahed part ten. Windows and Doors Ltrc., signed by Dean M. Ruadc, F.E., V.P. Engineering. on behalf of 2. Notice of Acceptance No.17-080&02 issued toKuraray America, Inc. fortheir bothcompanies. hies. "SentrvGhst (Clear and White) Glass Interhts ens:', tag on 07iD4/23. G. OTHERS 3_ Notice of Acceptance No. 18-1106.10 issued to Vision. Extrusions Limited for their I- This NOA revues NOA# 17.0420.06(PVTw/;GT) and updates toFBC2020 (7�Editionj G. OTHERS "Brown Coated Ribbed or Laminated) T4'hite Rigid PVC Exterior Extrusions expiring 0412112 i _ L This NOA revises & renews NaA.# 20-0429.05 {PIA wICGI), expiring 04114126. for Windows and Doors", on. 09130)24. 2. RER Test proposals #19-1155 dated 01110t20 approved by Ishaq I_ Chanda_ PE, expiring 2. The current associated PLA CGI file #21-0205.OL expiring 04/14126. 4. Notice of Acceptance No.18-1106.11 issued to Viision. Extrusions Limited for their 04114121 _ series "VE ION Tan 202 and lighter shades (Non -White) Rigid CeRular PVC Exterior for Windows Doors", I2/229121_ , 1,� �, , 4- 4,1 „I, Extrusions and expiring on 1 �� � Z 4"')" hlaq L O"da, PE. Lthezq I. C`iaada, PF. Id oct L Cheadb, P.E. Product Coubmii time supervisor Product Coated L'ok Supervisw Product Control unit supftrr a r ArQ:% No. 21-0305:03 �A No. 21-0295.83 NOA No.:i-0206.63 Expiration Da ten April 14, 2026 Expiration Date: April 14, 2026 Expiration Dater Apiril 14, 2026 Approval Da ten Marels 25, 2Q21 Approval Daher Mareh 25, 2021 Approval Date: March is, 2021 E -5 E 6. E -4 August 10, 2022 -a-0 i Cn N (D O- i a) �.-. C-) "C N CL O .N C = CO C N 0 C 0 O 0 = cD U- >O — Cn -0 P Q CU �. Q Z Z W J era N o N o M �= d O Asa -o W M ti o W �'Ov I LL- -c FFx Li. N = �o d N � O Q N d d a E � c t c o a'r w c� c E o e a ci 0 w L� E CD Z _c_—_ U) CU O > L CL O iL < L U O L ..�..�d L) CU m Q `n10 d. F— O L CU w z J Z Q a SHEET NO. PA 1.4. -1.- 1L1LL _ MIAMMM MUMI-DADE COUNTY RSMIPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Sefl9ner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Derails'; sheet I of I, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled P.E. dated March 24 2003 and Drawing No. 1, prepared by Craig Parrino, g 1 dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4" 6" & 12" g , SCOPE: �� " �� g f p t� y Cast -Crete 4 ", 6 & 12 Lintel S e Load Tables ,sheets 1 through 3 0 3, prepared b LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared signed and sealed by Craig Parrino, P.E., on 08119114. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control drawings signed and sealed b Craig Parrino, P.E. g � y g revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1 • None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, 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 AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke fY � Pr j J� 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 �ami-Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, L 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 re CraigParrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" prepared � g 2002. 1. Letterfrom Cast -Crete Corporation, dated February03, 2012, signed and sealed � � � Parrino, P.E., certifyingcom Rance with the Florida Building Cade, 2014 Edition. p g Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality stem Manual or Prestressed Products dated 2002. Qu n' Sy f by Craig Parrino, P. certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1None . . B. TESTS County logo. "Cast-Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Murmi-Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ant 'A. A. Ma r, P.E., M.S. P uct Control Section Supervisor elmy A. Maker, P.E., M.S.elmy Product Control Section Supervisor t A. Maker, P.E., M.S. Product Control Section Supervisor ,/� NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 !I Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 ogA0 )Zo Zo Approval Date: 0S/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 0820/2020 Page E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None, C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Murmi-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. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. C*elmy A. Maker, P.E., M.S. Helmy A. Maker, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 204)630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08n0/2020 E-4 E-5 August 10, 2022 nW' W O N CL O co -0 11. to O C_ 0 O O CU LL 0 .Cn ;C 'a CU E s` CEO O s_ F--0 Cn< C:) - z z W J Cn O m N fl y LLJ M o L O 0 n a C C V2 cocLL.a _,-omac N R I. In 'ice 4 N nd O ttl Q N Y d a'� c 3 eo L io W CD n C E f0 O a V a,. O Cn E CD Ca 0 lL CL O i_ Q 0 0 .tea L) CU m O CU CU w 0 Z Z Q SHEET NO. PA 1.5. ��- 1 L E( INc_ 77LlIT 11:t4TIR1G 4 ENGINEERING t;ONtPANY PRODUCT BYAt. T UQXBEP01iT•fl lE 20.D728.OT 2 !'_J• TEST QC PO PORTS; Large missile Impact and fatigue [Dad tests were performed under Protocols TAS 20201, 203.as per section 1626 of the Florida BuildingCode. Uniform static loads 1^ ROJH= R.YA>::tJ,A 3 Ia Re 8 M�q,TER_ L CHA_ CTERRSTICSANN(I SPECIFiCAi'IONB: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing WAtTTiR A. TTLLLT, ]x.,P.�: tTlt'aco�aol• WY YL PJl: LMOIN \q. 14MT PICA L!_, L00067D 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 # 96-589 dated 08109/1996, #96-570 dated 09118/1996. 28, of Product Evaluation Document (P.E.D.). drawing No. 20-176, PRODUCT EVALUATION REPORT #ge-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P_E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611093 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIIIMTATIONS AND CONDITIONS OF USE• REPORT NO.: 20-072E.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largeaspada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. DCM-197 by QC Metallurgical, Inc„ dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc. and signed and seabed by Water A. Tillit, Jr., P.E. PRODUCT SUBCATEGORY: Stern Panels 2.3. STRUCTIdRAL ENGINEERING CAI CuLAT10Ns: On 20 Gage Galvanized Steel Storrs Panel for maximum panel length vs. design 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel defined on section 1e20.2 of the Florida Building Code_ MANUFACTURER length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Buliding Code. Calculations prepared by Tilleco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood flame structures. 48W S•W 61 Street Davis. Florids333t4 dated I1/D3/08 and 03/12115, signed and sealed by Welter A. Tillit, Jr., P.E. 1. PURPOSE OF EYALUATIQH; 3. MISSILE IMPACT ESiSTANCEn Product Evaluation Report prepared by Waiter A. Ti fit, Jr_, P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System a Large missile Impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), PreeldeM of Tiltaoo, Inc. (Florida CA-0006719). ID # 19D8-) to the Global Protection Products, LLC, Rule Chapter No. BP��'9onal Regulation. ethdot the Florida Department of Business and 4—M- E D LOADS RESISTANCE— �yaLtipuA: 7!(4�✓ 20 Gage Galvanized Steer Storm Penal has been verified to sustain wind el $�;.•''JCENSF ••,� This product is being issued an Evaluation Report described herein, and tree been verified far compliance in accordance with the 2020 Seventh Edition of the pressures. Maximum panel length shell as indicated sheets 8, 10, 14,15, i61925 and 26 of 26 of Product Evaluation Document PEd Document(..D.}, drawing N ng o. �—� 1 7 = *6 Florida Building Coda, and to verify that the product is for the purpose Intended 20-176. Maximum Anchor Spacing slat be as indicated on sheets 8, 9, 10, 11' ..,�-�,. � � �, STATE OF t at equivalentttt that required by the Coda. 14, 15, 17, 18, 19.20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No.20.178, ` ,c 0R1R This Product Evaluation Report slat be subject to review and revision in ease of 5. INSTALLATION: r�ss/QfdAi.'L YhmuTMum,aiaAA a Building Code change that may affect Its limitations and COnditlOnH Installationshall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED 2.1. PRODUCT EVALUATION DOCUMENT (P.EO.t: sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 2e, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as D:1 Tn LTECO ADMON RECORDS 1 P.O. REPORT.201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PAIMELI DRING S 20,1FO REPORT 120QY/8.0, Drawing No. 20-176, titled NO GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 28 of 26 prepared by T(teco, Inc.; signed and sealed by Waiter A. (P.E.DJ, drawhlg Na 20-178. Tilsit, Jr_, P.E.; dated 07128/2020. This drawing Is an integral part I��is I µ1H111n lilt UN Evaluation Report, A. r!(� ��P' T✓,� /Q/,�, .+i';• TI(;�/T --- �yCEN'. 3►�''AGENSF••.'%p �- �- No. 44167 �. �'�` ZTt • T} � `� , .tit. it S7 TE OF 6355 N.W. Stilt Street, Suitt 305; Miami, F1Dreda 331bC -!'hone; (305) 871-1534 g�����61�`3�1 t na'''rSis/QNA� rCNi,�a /IFNIH,HIN, ANMIHH{t„ • B 3) IN CAA WAIT PRECAST STONE. PRECAST CONCRETE STUCCO OR BOARDS SU THE neltN tee, b aseE ,W.,,sn, eTm ae,M .) HFOUNDPART L& oDs1IMo al•L, ArcT+oRs SHALL E LONG ETIOUON ro REAaM THE IA1IN smlcTlRE E/IND SIX21 PANEis. B WAN STRUCTURE I. STORM PAMM stow ON THIS PRODUCT EVA UUM DOCUMENT ((P.CA.) HAS BEEN YERPIED IN CONPUAtt E IN AMOVIRA$ SHALL E AS MENTIONED IN 8.1) AND IN 842). ACCORDANCE WIN THE ZQQO (7M EDMOW) OF THE FLORIDA BUILDING coot: (C) TD COMA c a DESIGN WIND LOADS SMu. BE DETERMINED AS PER SECTION IWO OF THE NICK MENTIONED CODE, FOR A Web SPEED AS REQUIRED BY THE ANNSOKRR/ WHERE THESE 9l,NnERd WWl BE INSTALLED IIb /41:7±Nr - 1/sY TAPOON +MICHGtS. AS WNUFAC7URED M I.l.w. B"LOM NC.. NCH AS A - 014-10 PANELMATE FEMALE 10 Iwo PM4 MAW PLUS NIOgRS. As AVWIVFACTURFA BT ELW CONSTRUCTION PRODUCTS FOR DIRECTONALM FACTOR XC-0115. USING ASCE 7-IS AND SHALL NOT EKMEEO THE MAOARAI (AS0) _. 1/4`. LAC SCREWS PER N.45. OESM PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. I.. I5, its. /e At 20. - 7/16111, , 5/6• WOOD BUSHING, AS OKERIBUTED BY ALL POINT SCREW, BOLT L, SPECIALTY CO. IN ORDER TO NEIRtY THE ABOVE CONDITION. ULTIMATE DES" WIND LOADS DETERMINED PDT ABLE 7-16 SHALL BE FIRST REMICITO 10WWDER TO JMD. DESIGN D LOADS BY MULTIPLYING THEM BY Oe IN ON C 1) WOO" nW[ADED PENETRATION INTO WOOD Of TAICON ANCHORS SWILL BE 1 112' AND 2- FOR ELCO PMIEL40ATE PLUS COMPARE THESE W/ MAX(AS.0) DESIGN PRESSURE *ATOM INDICATED ON SHEETS 7 THRU 17, 14. IS, 16, ,B At24. AND PNELIIALf FEMALE b ro TINT A S ISM ON THIS PEA. TESTED WERE NOT VIER STRESSED. A ASS INCREASE M [ C.2) MINIMUM TWAAED PEIEIRATHRN OF LAC SCREW INTO THE WOOD FRAME UNN1 SHALL BE t 1/2'. No THREADED FOXTRATTCN *no STUCCO SMALL BE 6015 EO AS PAT! Of THE AEOUINLD 1HREADED PDKTRATON. S ESS F WIND L NA 57R155 far IAN6 tN.OS ,IAB BOL L1A0 IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD cos SEEN DETERMINED w ED IN ACCORDANCE WITH MD.S 20111. C.3) MARWM EDGE DISTANCE Of LAD SCREWS, INTO WOOD SMALL SEE AS ID"NED IN THIS DRU"W STMwA PANEL'S AQEOUAL FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION IGN OF THE ABOYE MD(T10NED CODE AS PER HURRICANE ENWMRRer6 t TESTINO INC. REPORTS W56e, e�6-570 t 96-T30 AND O" 04COST O W GUSHING C.47 MItAMMtM PEIVE1RATtON OF W000 su94Nb 9NLL E S/6'. 1/1' 0-20 SCREWS USED SMALL E 1 1/2• LONG MINIMUM FDIESTIYU10N TESTING LAB INC.. REPORTS /2032 t /2126 . AS PROTOCOLS TAS-201, TAS-202 MIG TAS-205, SHOULD STUCCO t' FOR WALLS WITH 1/0 STUCCO, AS WELL03 AS STANbAgpS. AIEThCAI LEST LAB OF SOUTHSOVFLORIDA REPORT PW1e.01 -0e, AS PER TAS 207, TAS 202 NOCS) TAS 703 Sf IN CAA THAT PRECAST SIXMIL OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE E7oa1NG 2 ALL EUMGAM D"PUSIONS to BE e063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED), SEE SPRIT 2- WALL• 404ORS SHALL BE LONG ENOUGH TO REACH THE WCH IN STRUCTURE WOO St" PANELS ANCHORAGE 9*1 BE AS MENTIONED IN C.t), C.2) a C 4) 3 ,ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1414 ALLOY. CO) ANCHORS SMALL A INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANC OWS MANUFACTURER A ALL STEEL SHEET META PANELS SHALL HAVE STRUCTURAL GUAM STEEL AWN A-e53 GRADE 50 MINIMUM. LED OAVAMM STEEL OE90MAli0N W/TY- 56.5 No (AFTER ROLLED). 6 PANELS MAY AI" BE INSTALLED MOR90MMIT FOLLOWING 0WALLAT10N DETAILS SHOWN ON SECTION 3 TiH1OUG, 10 (SHEETS 4 THROUGH 6) DICEPT THAI HI[ ADEAS ® 6 ® 94AU NOT BE USED !. ALL SCREWS To BE STAINLESS STEEL 304 OR it AIM SERIES OR OCROSION RESISTANT COATED CARBON STEEL As PER SO NO VIEW sTRFNGiT1 A/C BO MWI TENSILE STp[NOIH 4 9Uil COMPLY w/ FLORIDA BUSDIC COME ON 9. IT SHALL E THE RESPONSIBILITY OF THE CONTRACTOR 10vERSOUNDNESSY THE sOWless OF t'HE STRUCTURE WHERE Sll7riEA IS To BESE 2 1 SE4},SA. SECTION ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUT" SHALL ONLY BE ATTACHED TO CONCRETE BLOCK 09 WOOD FRAME BUILDINGS. e. 601.75 TO E ASTM A-307 GALVANIZED $TEES. OR AMI 304 SERIES STAINLESS STEEL, WITH 36 WI MINIMUM YW 5NCHO to.ES,' ow A, low ON 9 REGULAR STORM PANELt 1 FESPECiNE01.. LENGTHS OW94S1W1 THROUGH INVE A ICE�E'Me Y 6'M WtJ tSAND wSTRUCTIINNG OWNER ON ANCHORS TO WALL SNAIL E M FOLLOWS S T4NAt1 ro SECURE PANELS WFM APPLICABLE REui0RCDAERF DURING ►ERODS OF HURRICANE E WARNING (A) Io FI05,0C Pg?• MAH"• ._. It THE 0WALLA.TION CONTRACTOR IS TO SEAL/CMJLK AL SHUTTER COMPONENT EDGES "" RD" IN CONTINUOUS CONTACT NM - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY t.TW SLA DEX, INC. (M... rA-3182 PA;) THE BURRING TO PROW wNp/RAIN INTRUSION, BY WALTPAIN W. (MIN. 0 PAV - 1/4' I . 7/e• CALK -IN ANCHORS, AS MISTRIB - T/4Y , 3/4' SOLO -SET ANGIOFLS, AS DISTRIBUTED BY ALL POINT 9CREw, BOIr UI SPECNi.TY CO. TED L LT Ar 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED a "S DRAWWG PLUS ANY BLALDING ANO 20NC AE "10" PROVWED BY THE JNISpCBpy WHERE PERMIT IS APPLIED 10, - 114-10 PANELMATE FEMALE 0 t PANELMATE PLUS ANCHORS AS MANUFACTLRED BY ELDO CONSTRUCTION PRODUCTS. MNM (. ru3360 PA.L) 13. (A) THIS PNGoucT Eo).uArlow OOCUMENY (P.EO.) PREPARED BY THIS ENCRI ER 15 GENERIC AND GOES NOT PROWDE INFORMATION - 1/4'P CF TAP-ORW AwCIDRS. AS MANUFACTURED BY TRu-,Mt' cORPORATOM (r.-MM P.w.) FOR A SITE SPECIFIC PROJECT. I., WHERE THE SITE CONDITIONS MFYNTE FROM THE PLD. A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE I 3/4': 2- FOR PANEIMAIE FEMALE (a, CONTRACTOR TO E FICSPOfMAB[F FOR THE SELECTION. PURCHASE AND INSTAJAT1oN INCLUDING LIFE SAFETY OF THIS PRODUCT M50 ON THIS PEA. PROVIDED HE/SHE GOES NOT MWIT FROM THE CONDITIONS DETAILED ON THIS DOCUMENT b IIb PANnP1t1E PLUS AND / 1/f- FOR C< TAP -GRIP AICHIOR$ CONSTRICTION SAFETY AT SITE M THE CONFRACTOR'S RESPONSIBILITY A2) CAIX-IN t SOIn--SET ANCHORS SNN.L BE EMBEDDED 7/3' INTO THE POURED CONCRETE NO EMBEDMENT INTO (t) THIS PRODUCT EVA{MATMN DOCUMENT WILL BE CONSIDERED INVA O IF MOORED. SWCOO SMALL BE PVWrTED- 1/4- 0-20 SCAM USED WALL BE I ,/2' LONG MINIMUM SHERD STUCCO LOW. MD 1' MINIMUM MR WALLS WITH NO STUCCO. AID MAY E WADED SCREWS OR ALL TH ENDEO SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SMALL E PREPARED 6Y A FLORIDA REGISTERED ENGINCM OR ANCHRECr WHICH MILL BECOME THE BUT TIII{1 WUIG NRJTS. ENGINEER OF RECORD FOR THE PROJECT AND WHO WILL K RM"IMZ FOR THE PROPER USE P.E.O. OI INCER OF RECORD. ACTING AS A 00.EGATTA ENGINEER To THE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANFMS• PAVERS. STUCCO OR WOOD BOARDS BE FOUND Mw THE P.E.D. ENdEET. 91ALL $UBMT M THIS LATTER THE SITE SPECIFIC ORAWINOS FOR REVEw. OWING WALL OR FLOOR ANCHORS SHALL E LONG DO" TO REACH THE MAW STRUCTURE BEHIND SUCN PANELS ANCHORAGE SHALL E AS MENTIONED IN A.1) AND IN A2). (0) THIS P.E.O. SHAI BEAR THE DATE AND OROWAI. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER a MGM RAT PROW= IT. (a) ro Asrwe NDOWAW flux I AFAC - 1/4• • TAPa7N ANCHORS AS MANUFACTURED BY I. T. W. SUILOM INC. /4. SHUTTER S TTO1 IN ACCORD ICE.W SHMSE TI LOCATED 7004 ON A READILY VSSLUILOE LOCATION E STORM PSHALL ANEL IN 170O OF FLORIDAMOA G CODE, ONE LABEL 1/4- U N 7/B' CALK -IN ANCHORS. As MArAMACTLNRED BY 0EWM4.t INC- {MIrN, r<.isDO PAI.) BE PLACED ETrERY aF'ORNC. IABO.NG ro COMPLY WPH SECTION T7O6.B.2 OF THE OR WERY OSIITH . LAREN C SECTION E - 1/4-P U 3/4• SOLID -SET ANCHORS. AS CSM MVrED BY ALL POW SCREW. BOLT a SPECULTY co. � CODE (MIN, I. -1 00 P.A.H,) - /14-10 PANFJHNIE FEMALE b AND PAKIYATE' PLUS ANCHORS. AS MANUFACTURED BY ELCO CoommuCROa itBS ORAR,10 SMALL OM<r E t78ED TD PROJCTS (MIL re-ZO7t PA.L) AAUINNII OBTAIN PERMITS IN THE STATE OF FLOROA H AS ANUFA T ED - 1/4' • CF TAP -GIP ANCHORS, AS MANUFACTURED BY rpu-FA51 CORPOMT,ON •SEA A. T/�!/ •• •• r B. r) MINIMUM EMBEDMENT U PANEIJAATES AND OF TAP-ORG ANCHOR. INTO THE FLORIDA BONDING CODE iI h Mabel Marisa BLOCIS WRr SHALL E t 4/4', • .•aA IA,IDp. NE 20 CASE CALVAIa2ED STEEL SiORII PAM0. No. 4 : � 9.2) rALX-IN t swD-SET ANCHORS SNMrL E EMEDOEO 7/e• INTO THE CONCRETE BLOCK tRIT. No 167 INTO STUCCO SMWJ. E PERWiIED. 1f1' P-20 SCREWS USED SMALL E 1 1/2' IJMC WIINUM � MOST. AND f' AalIAMJM FOR WM15 WTitl NO STUCCO. 4% MA /� M �� J � PROTECTION PRtNiUCTS, LLC. F __ _._a. % I L 1 ` ECO INc. TILLIT TESTING 6 ENGINEERING COMPANY WALTER.A.TILUT,JR_,r.E tiltPRODUCT EVA7LAJ(iATIONREPORT rr=44`°44L67 Fl.P_P LEY�A,.Nq kI11i7 ti," LJP,AR W.00BATI4 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stone Petrels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 43W S,W, 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. T1I11% Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 51820.3, Method 1D of the Florida Department of Business and Professional Regulabon, 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 Bulidlng Cade, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code charge that may affect its limitations and conditions Drawing No. 20-175, tided "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by 719teco, Inc,; signed and aealed by Water A. Tillit, Jr., P.E.; dated 07/2712020. This drawing Is an inta (pl:�it f is Evaluation rt. E :, Repo ""44167 STATE 0l= OR fiiSS N,W. Stith Street, Suite 305, I+'lIar02. Fll3rilis 33106 -Phone: (305) 871 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-11) -------� ___ -__� __ m.ttN• (TDOPL wont)—.— _-_ ._.—�. _-,-^ --.. e_Ts.lve• (iota rrRH)- - - -- ftsoD" (EFPEGiMAE __-- i -6 ,/f' t it coo•-- �._� (...l s�o•.... ` t.3,S0'-) - r.31So•- �� I ,i .. r-Ia60'--, 0.,36• MIL naOW T.SSO ' AM A-M T1KCRt CALMANIM STEEL J�rpi' '/ ' � •2:esY � �c-eo�aty. MCAME.Q� , L T ' ONEO TYP CE soMM051 M DETAIL L1 ' y .2 _TYP. `' ! DETAIL`T 'T EDGE G-e0 Gw, cDCE . L$TML A Hd L6TNL A �' , A.8 _______________--------- ____-_ ............ T.SSO• ® STORM PANEL © END STORY PANEL i '"'_�.__.__ IdAN25 lT•MD uP w% /EM.tD EDGE'. • R•xWW' 1 bo 40.0111' .100 . c 3.375, ASS' .0-or 1i 5` ISOMETRIC VIEW DETAIL�A . t___2.00D•a-°-- FOUNDEDISOMETRIC CORNER • ENDS Of PANELS END Lro w/ HOAAED EDGE. NcO •h W HEAR (N.T.S) AD GET. I �( ,/M. 6 2/14 2n0'XI X ALIMUM ANGLE +.407.1.063ay.1 N, 1 . ON, W. O KEY HOLE WAS}IER cALVAN¢ED sl�u "� .3711 � .e7s•. i .Oe3'.--.i rJ ! NIGNEI ,u- �..ta�s RAb,IUT ATeWATAar, tx[ WNIO MeR w/our sEa ON Hevar Pulm s,EtU. 0 RUN READER 2TP. 1TM EDGE iIF FAQ 1i .e2S1 37S• r - TTNTPP� _ -Fort OF I N'ML ® KEY HOLE AT PINEI. ./25' 7w- 1/111-2q, i __T•�• ,._!ems WAX�i,METFD 1 ,( TD ANNtE • u t/r a0. 2.000• 1.50D• �• 1/aya0. 1�' IrA ftw evitFp To ANI11E • ) Ix 1/a• 11G � � /500' OETK I �• Oils / 0 � 9 INGLE 1tdITM STUD .374• Oea' A7s• .see• .lee•-w ._!__ 1�4� :.- .310' � r-}3�.e66• MD• �R.oa• ,.sir � ,.Sir :00.Y ,� Lam,_; osa• © •F• TRACK ANGLE ® 3f■- or TRICK .M*- FLAT PLATED WITH STUD 11WD1JCr1']Y T,:AT•1 x RPMTNn. 2_1473711E2, 2 22, TEST REPORTS: Large missile Impact load tests were performed under SSTD 12.H standard as per section 1609.1.2 of fie Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-030. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated OWI1102 witnessed by William R. Mehner, P.E., Boriz Moroz, P,E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largeespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic landings per Protocols TAS 201 & 203 as per section I009.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Teat as per OC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofeno, P.E. as per ASTM E-B. 2.3. STRUCTURAL ENGINEgWNG CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design Wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1804 of the Florida Building Code. Calculailons prepared by Tilteco, Inc., dated 12118/10 and 0=7113 (for this revision), signed and sealed by Water A. Tllllt, Jr., P.E. 3. MISSILE IMPACT RESISTANCE' Large misaite Impact under section 1W9.1,2 of the Florida Bulling Code, as per $STD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9,10, 11, 12 and 17 of 1a of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous alarm shutter assembly, as per SSTD 12-99 Standard. a4, ' GAP PRQW= VA1,t AT Q"JZQRX Q 0• 7 3 5. INST AI,L.flT �N� Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175_ Minimum separation to glass shalt be as indicated on sheets 3, 6, 13, 14, 15, 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. .¢,MATERIAL CHARACTERISTICS AND SPECIFICATIONS• Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175- 7. LIMUTIQNS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Wcated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tllteco, Inc. and signed and sealed by Water A. THIN, Jr., P.E. 7.2. Produd shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Flodda Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures Product Evaluation Report prepared by Water A. Tillt, Jr., P.E. (Florida License No. 44167). President of Titeco, Inc. (Florida CA-0006719). WATIlL V_L TILTP-CO AOMON RECORDS i GALVANIZED STEEL STORM PANEL 1/4. 2/4, 3/4. 4/4. 5/5. 7/5, 1W/10, BW/tit h 7W/tit /10, 2W/10, 3W/10, 4W/10, 6/5 SW MAx ANCHORS: FOR CONCRETE SEE Sr3EDULE ON 9RI-- T$ B . e- 7• MAx - FOR WOOD SE SECTIONS ON S/IEEIS 10 t 11 � - - --------- BOLTED PANELS W/ ,/1.-20a1-_ TONS 13 '' . •,-'•! s,.5s.� I1 j_ BOLT W/ 7/B' K 3/32• SlxNwluTS O rw HM%M (SEE SECTIONS AS APPIUCABLE)ilk O O O O - 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, --3 MAX tW/to, zW/3W/10, 4W/to, B/s 5W/10, 6W/11 11 t 7W/11 ANCHORS: fOR CONCRETE wooSEESECTIONSSCHEDULE gON SHEETS B i REGULAR STORM PANELS Q A ill ELEVATION N.T.S. ter 0+1 OVERLAP -t ItYou" ,, D`- 1/A' MPI. GAP q nW W _0 � > O CE,/ U 0 N U- C O O N C C O 5. Co C p O Co LLO - Co > .N E CU I- i C .� .� U) CL Q Q Z Z W J MY7 N O N c c tYi O C W m = '= a; o r O LIJ " N Com � tee cL+-a T7 N • E c 3 3 IO 7 ML /v O V d w C p N C 10 O d V w INSTALLATION DETAILS FOR REGULAR PANELS (T & i1-A E MAILS FOR WALM IN POM OMIXT • INSTALLATION DETAILS FOR REGULAR PANELS & A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES OMNf K E II= OR WOOD INSTALLATION DETAILS FOR REGULAR PANELS Cb- -ti�t III INTO EXISTING POURED CONCRETE OR CONCRIM 111111-Oft !RTO[ICTURESt P Win, GGOM.TERAOM M. lu VALID FOR FEUAR. LIFE SA M AND E—Z NMIG STOR>II PANil S1i51EI11 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK 1IRUCTURES cwlcwm MOORS MR�'__ (m TneDUE a sca®IAE ON aINe1:T . • .) tTa se,EINAE a ,� ,. I—.NaNal� was coNwEE SEE SCHEDULE ON 9NEEr B`_.---- vaHIGEE u,OnRa 7HeEls a nwalaH ri stEFrs a RelOIxH e) ,•:--� COMCIEE CONCRETE COIRSeTE FAR W000 SEC S[CTIONS ON SHEET t2 wdWa eiHl.N. laL� _ :R• 1 -{ \•1I=DA-� ;�..,E..0 t A£-�.._ � Hf2' �1 n.-I u, nu�. a'� �E7o+SIis�IG •e��: (i �f -- `tom�' ,My,,_ _R�Ma • of D EAi . \�.;�v 1�� -- ; P.r .,(.�F'J.M..A•�-• •�,•WL • As ,A1I�1 ; -®.®� '`_-_ -1 I''! C j ._ s'HaT a7 At1G1_01.1_a __._.-1 '. sM•ET ,) RISOUIRED ACQUIRED .3,' MW",!I ' 1�^L}i-e�wI LvoE Miata ,iaagN�FAWDIEE ANCHORS HOUIlD • (P4 1M-rWI4�i E WALE)how. �o"U ��vN EE aEaEm0i P� sas aowuDIES w�fRri aE py co"CIMETE 1/4. /a• \ � l TT JE OBO AdArgED. -tI i�rJ EIOST,b ►ALINED � , C ' Eb, •' �.. � ' i ` 1 i r. r. 'N 'rre SAN WaDIFNO. � 1 0,2ia r" 1 j lJ CONCRETE EauIE6 r '►"- ! per,. .1 _ �.•�,,, � \�I��`E•, r E'xRrIC POLRI(B_� 1 ( n.aR.i% _� ,/,p eaLAv ( ,` , \ i ! i ; I . i ; j ,, I ! i, I E •L• �/ i •\ COICREiE a1 1 I � t�i i,A'A"'A,•A �-- _'�` E� \ I �• 1 I I ' ! '�; `• r �IWyW•//aaEr• `-. I i5 l MAIL 1 � r I A \'\!•` 1 O�EW�wYO• � � :v _.;� � YO u/f; R l T �1 WICRiTE eLMMK 1 I � � ,..: I ., , `� n;•.T ' � I.--r .'J'•-! § � 1 I AAa 1DmIt[ I � Mew IRO • 1 IEG/sED. 1 Q py , IIA,IBr a 1 , u Hp' of .. I to t/r tee. T 1 1 1 m-,,•�' ,` I �: } I , I, 'P, I"wWTr'r fA 1 1 '� Ta ore. 1 1 y 1 'yyy 1 sE IOBIRE I t , 1 = CASE A (PWi1 LH^47N ( ,,,,� y ,., -:`� ! a' I I 1"+' Hue �ICU � � WAHwuM ' b MO/a raA Pa WO.IRAIEN 1 3 � I. ,.___..L_,_ SGL[ 3/ts-t ►%win a► HI. A,110-W n°' � i � Y j; ' �'MiNiMBn• � !. 41} � i.I �fe "�J { ` j � �-+ f �n. ��—�{(PLAN) qw�I��a• pOaw.r. � ( I , .,Yr ; � N,, . .AM" A.M! -;-.{i � - -- !: -V.__. ��:,! �.-_! � e 1 ,iw .. ,r iWF�N.IL, P'.i' 1 - r it - T T - orMY "v"t' i it/•'rant•.. . ,ipf-sat• I LI ' 1 1 7 RN"i•wL6. ra..,'il`gi ' s.s. cos W � sa BOLTS Ti7--� R 1 I I 1 6 l N mflpaA�a,; I v, uew �/ey /` _ Sal 7it/say,ILtr Wi ` t I ( � ' � . 1 TMNa ,iR •�FAW _, d isIND RiX3i •4OH � _ _ '-.---1 t ! I ,�.•;� � M I � \.r: - i..- • � \: .,:1,=:. R � ,f6arawWWTIWI M 1 � � 1 I (oIDaAP. �°iu'"P I � I,TAtrMr. I I H MAXV I I `r Mon mo• 1 I � r. �. pr 'I 7 _ Ar t-- _-� i L�-__ , / f �' ' � rrrW Na• ED. I � � �5:.>: 1 I , '�II � � ✓k-_ .-lNi-'-. ✓` J ' EtlNsrwv PMUR4D : E b � � H 1 am� • � I 1 u t oa 'r CONCEI[ sI.00M � _ _.._•ri+ 1 � , 1 CaR10ETE dN i �R ED � le ,/a' oc � r `•j; ; , r-� .�O® i ; � •. 1 `i i COIICIE7E OR I ' f 1 nr. i ENgSRRb FgIR¢�- � Pam. / to , _ /�} A ROpURED. 1{ - s :' cc f GONOIIER LOOI .. 4 �.. :' �; a ' . •rN 3• Mar. 11 _ • -- i r 4�1� � �.i �W' j'�tWa 1 NNBRE DORrXETE aR E.D.;; M ! CASE C 1 a V MAI r Mtn _, %cy I HlfAlle®. % ( ! I cos n"W"•nw� - ; 507E r Ma __ QY..®a t® 1 • Mb• RroIRnED. " `'� �'• �• . RBtH1gE0. ; , r - 1• �� TIB1INe �__ I / ; ExsTelc pCIALp. � O,.M1 1 1 9CAIE 3/`,� GASE D (PLAN) %r... r, ,,'� ;v �=!,,�,:1t' � Mac ------' IN WOW CONCRETE SEE SCHEDULE WoogE SECTIONS ON s1°XIaSHM T a---------- Li. REOUMEO. ',. _a,•7 SORE 3/Ih,' , T I i' I I IN !r� - I 1 RCGUIREO eL.00K CGATEE AICHIORS � _., maWHO • ... �`�, ,IAr-I ;, , A1TVH/a" aO.001®W SRIO - - !""' I-L. a O tN- OONCIE1i A/OOR �O. COANGEE ARGgIa axe • m C01rAE7[ •MOHORa I4Taj comer Tf � ,n• ._�.� - A' >s _ _._ a / i MU ` E. � E (HI lea fasDtat W -- Pa fOWIAa a ti o.I. axe. • / _.1 (.. 1 .--, .�•- ; w6'tee :`` ,a,•�W� pW�N slAr ia•s""�iMs ! . :- • to j ': SCKE 3/32'-I O w�iaTe , iNIotOH01 07 Weis a nelawn� a) ems , TNIatDH, ri ` sNan , nIOIwR S) OtI-w a RMar+ t f .3/a . , .,, m . I,A ;��NH� M,,, ..a°wd.N P' _ , ,/Y 04 PLUS MM a iAP-6RP OwlpaTE AIM:IgMS _ � 4 ` `''• � i"ARa Attr•ai's I r N'I•"� , • _ - r � 1 _ rLMME 0 AID IIILMITa ,r ..-� .-T I � __ _ 1 - J�]1/a' MAW. OM I 11 OU" > ON O�RE'ts 6 fINREIX)e'ID" ri % - - - w --1 ti n I � ' I', I/a'.-2D"Sfs' s.s. ear -` 1 .._.._..__L i (YN o,ER+W2�`Twar WLM Vi'- Ii /j.,-(� ',i Tit/ @/2O /32 ,S. NIA ` ---_ -- 5� , ,. ,. 1 �.... Hv.Na IIaIA � l �J `ylJ'^�g . ,L ,/i aM. ANOgp __ _ _ SCALE ue•• SG,E 3/M SGaE r lfALE 3/e. SCWE ] ,• Wa . A .. _._ 3/e- /B- Oe•la „aIN WW .I . � ` [sa s01E91AE ON , s• MAIL /. :A s' a W W W,4- =SCE IADNGR No I- 1170E , r.MEs R ,/e_ E.D. -EDGE oeTANOE - ' �!.... (tea saEalu ON -EDGE SCHEDULE -"� _ - M w acEt ri I tee: fMlwt I � � (SEE SC/IEDIAE ON _ Tway AWM TUNE OR r , (SEE SCHEDULE ON � ® CASE F ,(� LRF n _ rcaeMETE a 3ECTKJN A �1 „(L�(■.1 � � -�a. a�Aa OM• ' 1 Cn SHEETS 8 B B) ___V..W C / P.T. WOOD PLATE SPACER ! O SHEETS a k B) sGALE 3/1s•, 00arJIER o" DA K CC NOT ,• WIDE .WARES , 7/e' 1 • DIRECT MR WALL No TINQ NOW" Non FOR COMBINATION x Kc7nNLs, I P: a000 PUTE'sP:eu� " � 1 TOP ! BOTTOM MOU NT#= CAN BE I COMBINED N ANY WAY TO SUIT ANY CASE E (PLAN) BGxE LLJ AQ—' i to i rAW �• 'r MIN TOP t BOTTOM IIOtIMTeaGs CAN BE c , ; • ' BElMb TRACK MxReN[tt ANCHORS I �-F-+ m.f S A COIIBTIIED M ANY WAY TO SUIT ANY „I ( ,> oN sY�{ , INSTALLATION. SCALE 3/7hT IIt3M: •'' '�INSTALLATION L. fl• {` eJ` $OWE 3/e-, eau 3/e.,• Viz::_ ;+', _\ \ `.'_\.' - .. \\� \:j V E111,;'• , �/, [xRe1IMG PDIq>p'. 4•`� - :�. FLORIDA BUILDING CODE YN NMMean• 2Bm .—ePAaaE Mons � N.YL aNlrmM ta•,N s r �' � .•• .• .• •l✓ FLORIDA BUILDING CODE !, Ye NwAesm Zonal 3i; �'�yMEN •'•.T FLORA BUILDING CODE YN NurrioaN„ tone MDNDW.Y[ -f'S/• � EO>.Y. __ �-` 7 IIDM rL1@0. FHC. l6 Ya�OI , , a• MA CONdIER IROGK ' � W"E•'HgA'�MIIE RaDaO ATBM ND F, v WO RIwW. K. .l. A,oppy ` • * 20 GAGE rNLLVAIBIID STEEL STdRN PANEL Ets e, 3 MPA. REHTIUREO - ttMors Hd,ll• 210 44Ts7 aW.,N .Y NOTE fDI COL®I4ATION sEl:lnas: NO 44167 I1RAW1 Wpy1NgED• Tt� r,. f GALYANRFD SrEri STOIaI Atffl -q g a ,saT s . O j 4 • 20 CAGE GALVANIZED STEEL STORM PANEL ' aneatwl°M n\ 1j•. TE *i• ,_1 ahyam A. 9• _ WyaaJaeea •• a/WaRa //A, SECTION K-X *; * •'"'�.: �", r sCnnMu,I.e E.D. •EDGE dSGNCE T OAOE Cnima D�t4"•• OfiID .� -,. � �L E �W O INe. � Nwticm �' 6"'s seaE 3/s.t' �:� � '� E C O�,M,PW /''Lt>tAl PROTECTION Pp000CT5, IJ.C. esE: (SEE scNEODLE ON TOP r eoTroM MOUHnNGS CAN 8E TI � ._ _ -- sit .. 4ME0 S.W. ter slim S (x`. __ P ,�� AL PRO A6Bt HIIRaT Z s, . BW1E of 357N o •. P . TMK. R. a33U I E C O ENS. LLC, h(AL E '?D ,e% r , W +L R aoR R x e PN,RM (w,aea Two rxe pm.,N, naF 20-t 7B ■OtTOY TRACKS ADJACENT TO STUCCO/WOOD BANGS F R1O wD sw a, sr ur SHEET 1) COMBINED IN ANY WAY To SUIT ANY -1 SCALE 3 1 rA-Daoe7va S' 1lMwlo w: � f • ••••••�' DllaMa ua an•1F,-+r ti. w m-,•I S' alai` S•' 1 u�.1+- /•- w tr w aRaeU, MY: / •AL'• EW-aa7Ts °N0a laelaae-Teo na: Pogaw-bWr 20-17a I�6TALtATiON. Ow.. 1 NA u •••-aowaat,a N • •,- r"�' laaleW7 �A�Mt'(w)r6�tar � Q .F 20-178 ,.,. � •,-,r . ,. ,PIN ,n_,o, R-. � aee.N-•w . a . ,Wit A a.: PE10 - eE, 4 e W IWULTar • 7ILR Jr,.t P - aIINT A M• N ell A A i SHEET N0. SH 1.0� TO Wes." 1. 3 .` Ell $a13 L Ie16wIILI6E�INM�atMN =.Aw mnm m1m1On= E' 3 � i.+ . y(,ri1 � ■ 'tanlr +.11Anra �H>•nHr■'a•nm 'a,nm ...rnar •L _yJT Y•yF1••T/•' sALA • r u. � r rum WwlR'OaIN J am a q wq/a` 01 I' YINIpN 11.w- - m°a) rMow"o 1!M T� 3 TAM, Awonow SCALE /W4-14 RAIL (AR �w•A�pa MULLION SCHEDULE DUAL 2 wa MN10N NaO111 n Mn. SFMN (m) ' TUBE MASON - mN4ROA ruo■N ow $00ANX r /Mae I A, 1) > 4'-a' To W-r 2" . 4' . 1/11' �•,r, MHYa Aa1M � -PRwLIR Y P . 1/s•. S R,,Aa. Ow 4 • W TO AMRi.r.• -71cpm A ME�ESMXrt MTNO SECTION 1 - mmarr wax 3/6.1• NOTE )MILLION CAN ALNO BE INc1NLEo N/0 SI M PANELS ON TOP OR BG110" NO iMT R 8 AUED Ai TOP OR Wr1OM OF OPENING. IoIE vANtL OPE3am w! tileE TOP • NOTION) I WA"TION - ALTERNATIVE 1 W SOAL : 1/4' - 1' mn oNoreo �a APPReaPPr. ISMA ITLON - ALIONIA IVE 2W BAALE i/C - 1' I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO 455.5. -72.0 P.I,f. ANO PANEL'S LENGTH UP TO 8'-B'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PDX NO. 2. W/ SPECWX DENSITY OF 0.55 OR EQUAL NOTE FOR COMBON110N OF SEL^-TIONS: TOP 6: BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SINT ANY INSTALLATION. - t - - I 1 vr ca Anal _L -a WAIPN tFM, • dl■ ■YIpM IOIwt SECTION Y-Y 4FJYE 1/4'.1' JIMM VAIJA TINE s9P SCALE, Ile - I' CEY.lIIB t FLOOR YOINITBAO Well A FLOOR IIDUIITING 161STILLATION LLTIF'BNATIME eW INSTA "T[OM - ALTERNATIVE SW (SECTION AT TOP b LRaIED TO +DSS-97.0 IMAX SrJaFi 1/1' . 1' A.S.D. DOM P�IJRE RATING) SAKE 1/1• . 1' rum 111110UNTIN&I plo • q 1Yl''In ' E ]Tr tt,m m er nw ,/yyNrM1I+�Au4Hm 1BarmM"1�► Os.R ,m DWAl1ATTON - SECTN1M AAW BALE i/r - I- CCNCN■TE MICIb4 (SQ somm c ON \� CONCRETE AMOCO an lOOYLL m +•)� NO OIN REVE =.!L SEE ON SHOT 14; ,` Lae KITH) fair. SR 2R'Ta/ OM MEET ,6 1. �3- FOIAgD coNaRlE 'A 2/4H 21�/4, 3/4 ES 4/4 i, 2 & 1W/15 WV500. t -1�o wn coocmm hi,, MLOO i"�a9f�J17' E W AAf I ' IFw TO *AJMIWON I CDC1 PMa41 ONa o11 tMioPOR PMw w11B•IDR RN° RYw b S WW 0 12 1/r CLCL 1 191NF. ' /NirfoMLo.t. T°` •":t I o&. �� (E�10'!{.. m• BIw�1�MOF. - flmt s ,. Jr i'/i IaEE mALs ,n, OR ' (A �u I I ; I mJRCD w 9 % i +•) I /4H 2/4. 2A1/4. 3/4 OR 4/4 1, 2. & NW/15 1, 2 Ar 1W/15 ALTERMAIIE LOCATION ON LIFE SAFELY PANEL L.. AREA C4AL I .._�.__ w 1 -_ ___-'-- II01E t .4 W/ ' PAEa -- -- - ,ION of NLOPG SAFELY COr,OIerE ANCIIOR6 (SEE NOTE 1 .. ' l%/. ..• .i.`, / >,I y BELOW) a usT ►MQ 10 BE iLaEM3iD a y / LFE SAFETY PM�e OEAPRUINC SNYl at,¢r 1q RpAMAew ooRCPEtEJ /J .• NR CaaIION) o�aa3DtTEN6;TMLFtDN r UO CONOM11 VCMDA! / 1'_ /%OPTION 11 FOR WEE 36 TO B[SiRU�L'tll OR COMM FROM HI,So[ EEI �: ,•) --�• ELEVATION WALL WOUMMG INSTALLATION WALL AND FLOOR IIY)UNT1N0 INSTALIATKlN SCALE SECTION 1 sr.Ae 3/E' • 1• - SECTK)N 2 scALE: 3/e t 1p• �,� GAP 00- 1 ' 1 • yr ra Opp 1- M07M ON LIFE SAFETY STONI PANEL 315ffY OTTAIIATION /. LIFE SAFETY STORM PANEL CAN BE LOOM AS AN END PANEL (FIRST OR LAST PANEL) I W B �aLTOYLOE LaOOMN OR AS AN INTERIOR PANEL_ (ANY PANEL 1OCA7gN IN BETWEEN END PANEL4). ML N"DiA,'Y"� t6o PMRu LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED AOMCEM TO RE6UAR PANELS (W/ OR W/o REOUTAR TROOM.) 2 LIFE SAFETY PANEL cowssTs OF O.ON' oALM12ED slm sroRFt PANEL As SECTION B-B PER COLWOPIE/ITE�/ . SHEET 2 OF DROW, SCALE yam•.,• TH rts¢F 10 6E OR FROM 714E va6,E REMOAfD NSTALLID W J. LIFE SAFETY *14,4\ RAURES TOP TRACK TO K COMPONENT�k BOTTOM TRACK TO ASTRUCTURE ITILUT ®AS PEtt SIEFT 2 OF TENS DRANgNO. v( ,.:.... �� 2CO� NDEI�YAS ELL�oET 5 oN=F120�Y0 E� 0 FYKIOYIING SECTIONS T A ��'.•'I�`.ENSf ''••. 3: J yT FLORIDA BUILDING CODE h YNNoai Ni 4. Wh LDwIrw FOR COMPONHO®®5 IV a ma. ANCHOR SPACING FOR COTIPOAIFNS CANCMR40E AT BOTTOM 15 GKN ON � �' * iMM134 Tll[On ANC SC EDULFS a 2. SHEET 14, 20 BADE CAlVAW2ED STEEL STORM PANEL CdDONENT�MLY W PERMANENT OR REMOMABLE.GLOM �1A S SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15. s •Y• !' • IL EC O EIIt:. PROTECTION PRODUCTS. w 'SEOF ••.,.. OR .• {NOEL sM. N, MINII 6 SEE SHEET 4 FOR oETAL APPLICABLE m THE NECESSITY FOR THE IN6TALATION of w4R,•OS M. ]1t SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO WUCCO/WOOD BANDS. "•NI NA •� :�tm11P+"�.o. Ira'-w+"+" NMI` )r 1 N rW M N1..- PL YAL/RWFA<Na/D4TE CA -Owls. fr A 44/n MAXIMUM MAXIMUM A.S.D. DESIGN PRESSURE RATM (n.m.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (WlD OILY FOR a INsrALUTmNe At PER sEDram t "m IQ, an sllEEis 4. S • 6)im MAXIMUM A.S.D. • MM •/ 1/00-11.1' SK YS • 1/6MR At CIA" • MMEMAN OF POW. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDsn � FOR EOUL AR STORY PAN L_c n t ® INSTAL! AMNS INTO EXISTING CONCRETE t CONCRETE BLOCK STRUCTURES (MHO ONLY FOR PANRSO! 9INSTAUAT10NS AS PER UCnOW I tNMI 7, ON baEA 4 A 5) wo .AQ�S�uGENS�c l`� FLORIDA BUILDING CODE M h Vs Hu cam ZDm • No. 4167 Om I'Lam 1Ne, rJ. 20 GAGE GAI.VAN2ED STEEL STORM PAYEL{ *: 1RLAW ar. I or �' f�i �N '•.. I L E C O ii6�. PROTECTION PRODUCTS, woe P M s+ M1LLT °'/'; ASS" /Q '�E w r rr MAAw lmM Mac(mNfttI11�a "so)Im-s7Ft a-.dbW1.1r.A.+ppRn-1e, 20-17b U.•4pmwFn ...r aR,AA■ rr L !M/■aWtRAr/ptlE EK1O1 A 1WF Jr- R , yr - Mar . w r L1AtMN 1M. ,ENNN, ,ELµ �}yRppN PA1Ip AF�p� m �g .311A. -TLo 7•-r m ttsa t tµ• uw0.1eD , TIMU s a 7 ,OWLS -710 >T•a• m r-9• Y.•. : 3N' tANsaltm , 11111Y a ! 7 .fala -t1A >Y-P' m 11•-Y Yr 1 1/Y ' � a ,NJ. -MD /1'-4' m tE33 ] tJp• • •2�aAF•, A a ! 10 ANA,OAN Ai.o. ratwffi ArAMP 2PAYIb roN, to - 3 t/Y - ptslpw tARCON a T,r-Mw ORFt-IN Mtmua[ Paws b PRAaY■c ,+ws � 6 � wAMRN Awp I■Mc (Pa N.) m mMaAEtE alml �■ ro oaN3MIt aLamLaTrs�a ro opNrAEa �RTc To a3AaIE eLoo a�E ro amaIM1E aLaN aTc wn OF INN w uNen+'L• 0L1 C MIA WA wA l• WA r e• s- wA wa r r r r r r , (p,ro„ ) •• WA N/A WA a• WA •• fA/A r 11/" 1lwIH r WA WA wA r WA s• WA Y WA 7 (sanoAO .a93. -no r WA wA wA r wA r "/" r w" a a , (10� r-s' m LEa OR ttss ttVA b•wAWAYr Y C r ywA�-AWA a' RNA r WA6'A wA rr r N/A /1' • If4' it 1/2' 11/•' a 1/4• 6 1/4' a 1/I' a t/{' S �� Sec 1FaA +o • I1 POA AIalOI Tw+[ a aPvaPG TOR 1wPMUA1bN■ MID Mom /Ma INMOPIa. IaMYN NNCMm SMOIIF6 alb MMMb ®b Orr11R APE SOW® ON M SDOML ICII [NL tl$ w,w MROYm oN 1RI,mAAE aawtx A■abR fFWaMp or YfAMYtO BFRLNIa 3NmN ON Sa1mIAE aY M POUOAMO rACtOl6. TOR M wE1Y1T10N ro aE PDOIat ImlAsn PPaaao mWnm PAINS FA,:Im t11Yl ,bf K lAA iHYW 111Ma1Y 1PAMFp P10bATFD FOR GW MIOIM PYRE AT aYC1bM {,[wDO, ��TIPa tNh 1H4 t,..A IH1• W. tYIeR -- "tAP41RP OHMS■ 11R■da s► AN•a3Pw■r p.t 3 3 N1/:a a a r 3 1n AmRI ea Bs �� RIaINR - :1 - - - - m 4a a• +m tm - tm m - a 1 +ffi - tm fw -' PfaYNmICN TD W AM'MR ALL LOOM V r-r rd. x 1 � L N I Sm ON I ¢ 1 $§ 1 aM"®Ei1pO` 1 1 - I { 1 1 1 1 i a. IMPACTION 1 r ro RASS. I f I 1 EDI I rol - L 1/•• I.P . S/a' Lam OM sub" r/ ,p•.-2oa' sa STOP O • fp• LC ` Fat /MIEN waaa w A r-r AND I y , 1/•• nC mA 1018I1a up ro r-r Mw. m I1Mia PRIaURII[ tpaYt b m �pIN PANELMIIR FUME • iT 1/a' n G M,III , V2' Mn iFMFMFa P[NflROaE M SDI w Up NmD _ FDII au fmawa 1! ro r-r Y.c SCAtE 3/6-1' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DES" LOADS UP TO +55.5. -7ZO PSF AND PANEL'S LV40TH UP TO 8•-r 2. FOR NEW WOOD FRAME CONSTRUCTION: MOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL N.OIE FOR COAMIINATI�N Oi •P'E•TY,Nc TOP h BOTTOM MOUNTtMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SnmS a ro2/� INSTALLATION DETAILS FOR REGULAR PANELS(I & CiA INTO EXISTING WOOD STRUCTURES 1 4 rt• �- yA SyT� 1K I Mlr • S' °G 1 3 NNw< Eo �. i I I 1 l 1 I! �TERNATIVE 1w ALiERNAME T� 1 1 SOLE ]/6••1' aE SO•D1at ON Sww •FDA 1 10WWWAN 0 MAST I 7 I • t r Ii 1�OF_ r.-. � �sl ES�ED - 1 �� ! •. E- , , ED - -_ IED m ILM ` IE■Iaa 4 oAl Orb ai • a t 4 I 1 1 '• -iri w 1' PrAom r o w AL TC6H,EeTh E ALMOOdAM 4W til RATE • WORM IN FAME SCALE 3/8.1- SCALE 3/5-l' kMMIM , I I; •.w.• A.w .....-..+ •-4wu NOTE m•ITiiR 7RAC16 NOT bNOAwN FOR CIMBTY NB / N r\ /_\ ALTI RMW /1 /'1 tl� //4• ,!, � I f1E! N i �-NTFJTfOR FNANLL `END PMNE7. (gem B SCNmIAc so+EDIIE +-3"_ fs FOR %2 FOR -r--f �S'PACAIQ� SPOOK V-3' "B, DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2) SCANS• 3/16' - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE )�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat SYSTEM ON 911E[T t97. rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA 61MS NaCR ILMN STOOP w 1MY r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP) ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS 6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P) +56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8• B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP) 456.0 -72.0 7'-r TO 9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA) YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq PtmaME-IN OF THEM LENGTH 1• (R) MUL r .2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS +524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS +55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS +SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O• +SS.O -72.D N/A M/A 3' I 3'' aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe MOM m auN PM,PaoN •Lsd -73A r-4• t 3h' uMn� Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam Pomm Fall EACH Ammom WK AT Ammon oma Ato4 TOPIC 1/4% 1/^ ve. //YI - OWN 6IM bw ato-a YM Stoat oft" R•S ] 3 3 1 1 1/2 A-womm, a,) ] 3 3 3 3 w+AM•E ar 6AJ 3 a 3 4/2 3 1p AMOL 4 on mmma *am (VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9) Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• - A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To PREMIUM • • ID ro m TO 10 To COYmw'MN lV ((&I RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN (0s8.) ■AM HOCK INDaI KOM anal aL00N B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP) 6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM) 8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM) 55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8' OR 'ESS B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP) 6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM) NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2" ' 6 1/4 65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP) A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU) OR tL55 12'-4. OA LESS 6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM) SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM! SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK K NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn - "m"- M TM-Yw co" sao-w Yt•. Noma won w 3 3 3 3 2 1/1 t W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111 AMR all, am asoSp ► A •C T O 9 11 - at - - 1m I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 ANA,OAN Ai.o. ratwffi ArAMP 2PAYIb roN, to - 3 t/Y - ptslpw tARCON a T,r-Mw ORFt-IN Mtmua[ Paws b PRAaY■c ,+ws � 6 � wAMRN Awp I■Mc (Pa N.) m mMaAEtE alml �■ ro oaN3MIt aLamLaTrs�a ro opNrAEa �RTc To a3AaIE eLoo a�E ro amaIM1E aLaN aTc wn OF INN w uNen+'L• 0L1 C MIA WA wA l• WA r e• s- wA wa r r r r r r , (p,ro„ ) •• WA N/A WA a• WA •• fA/A r 11/" 1lwIH r WA WA wA r WA s• WA Y WA 7 (sanoAO .a93. -no r WA wA wA r wA r "/" r w" a a , (10� r-s' m LEa OR ttss ttVA b•wAWAYr Y C r ywA�-AWA a' RNA r WA6'A wA rr r N/A /1' • If4' it 1/2' 11/•' a 1/4• 6 1/4' a 1/I' a t/{' S �� Sec 1FaA +o • I1 POA AIalOI Tw+[ a aPvaPG TOR 1wPMUA1bN■ MID Mom /Ma INMOPIa. IaMYN NNCMm SMOIIF6 alb MMMb ®b Orr11R APE SOW® ON M SDOML ICII [NL tl$ w,w MROYm oN 1RI,mAAE aawtx A■abR fFWaMp or YfAMYtO BFRLNIa 3NmN ON Sa1mIAE aY M POUOAMO rACtOl6. TOR M wE1Y1T10N ro aE PDOIat ImlAsn PPaaao mWnm PAINS FA,:Im t11Yl ,bf K lAA iHYW 111Ma1Y 1PAMFp P10bATFD FOR GW MIOIM PYRE AT aYC1bM {,[wDO, ��TIPa tNh 1H4 t,..A IH1• W. tYIeR -- "tAP41RP OHMS■ 11R■da s► AN•a3Pw■r p.t 3 3 N1/:a a a r 3 1n AmRI ea Bs �� RIaINR - :1 - - - - m 4a a• +m tm - tm m - a 1 +ffi - tm fw -' PfaYNmICN TD W AM'MR ALL LOOM V r-r rd. x 1 � L N I Sm ON I ¢ 1 $§ 1 aM"®Ei1pO` 1 1 - I { 1 1 1 1 i a. IMPACTION 1 r ro RASS. I f I 1 EDI I rol - L 1/•• I.P . S/a' Lam OM sub" r/ ,p•.-2oa' sa STOP O • fp• LC ` Fat /MIEN waaa w A r-r AND I y , 1/•• nC mA 1018I1a up ro r-r Mw. m I1Mia PRIaURII[ tpaYt b m �pIN PANELMIIR FUME • iT 1/a' n G M,III , V2' Mn iFMFMFa P[NflROaE M SDI w Up NmD _ FDII au fmawa 1! ro r-r Y.c SCAtE 3/6-1' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DES" LOADS UP TO +55.5. -7ZO PSF AND PANEL'S LV40TH UP TO 8•-r 2. FOR NEW WOOD FRAME CONSTRUCTION: MOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL N.OIE FOR COAMIINATI�N Oi •P'E•TY,Nc TOP h BOTTOM MOUNTtMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SnmS a ro2/� INSTALLATION DETAILS FOR REGULAR PANELS(I & CiA INTO EXISTING WOOD STRUCTURES 1 4 rt• �- yA SyT� 1K I Mlr • S' °G 1 3 NNw< Eo �. i I I 1 l 1 I! �TERNATIVE 1w ALiERNAME T� 1 1 SOLE ]/6••1' aE SO•D1at ON Sww •FDA 1 10WWWAN 0 MAST I 7 I • t r Ii 1�OF_ r.-. � �sl ES�ED - 1 �� ! •. E- , , ED - -_ IED m ILM ` IE■Iaa 4 oAl Orb ai • a t 4 I 1 1 '• -iri w 1' PrAom r o w AL TC6H,EeTh E ALMOOdAM 4W til RATE • WORM IN FAME SCALE 3/8.1- SCALE 3/5-l' kMMIM , I I; •.w.• A.w .....-..+ •-4wu NOTE m•ITiiR 7RAC16 NOT bNOAwN FOR CIMBTY NB / N r\ /_\ ALTI RMW /1 /'1 tl� //4• ,!, � I f1E! N i �-NTFJTfOR FNANLL `END PMNE7. (gem B SCNmIAc so+EDIIE +-3"_ fs FOR %2 FOR -r--f �S'PACAIQ� SPOOK V-3' "B, DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2) SCANS• 3/16' - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE )�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat SYSTEM ON 911E[T t97. rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA 61MS NaCR ILMN STOOP w 1MY r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP) ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS 6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P) +56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8• B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP) 456.0 -72.0 7'-r TO 9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA) YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq PtmaME-IN OF THEM LENGTH 1• (R) MUL r .2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS +524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS +55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS +SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O• +SS.O -72.D N/A M/A 3' I 3'' aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe MOM m auN PM,PaoN •Lsd -73A r-4• t 3h' uMn� Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam Pomm Fall EACH Ammom WK AT Ammon oma Ato4 TOPIC 1/4% 1/^ ve. //YI - OWN 6IM bw ato-a YM Stoat oft" R•S ] 3 3 1 1 1/2 A-womm, a,) ] 3 3 3 3 w+AM•E ar 6AJ 3 a 3 4/2 3 1p AMOL 4 on mmma *am (VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9) Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• - A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To PREMIUM • • ID ro m TO 10 To COYmw'MN lV ((&I RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN (0s8.) ■AM HOCK INDaI KOM anal aL00N B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP) 6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM) 8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM) 55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8' OR 'ESS B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP) 6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM) NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2" ' 6 1/4 65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP) A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU) OR tL55 12'-4. OA LESS 6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM) SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM! SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK K NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn - "m"- M TM-Yw co" sao-w Yt•. Noma won w 3 3 3 3 2 1/1 t W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111 AMR all, am asoSp ► A •C T O 9 11 - at - - 1m I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 Sec 1FaA +o • I1 POA AIalOI Tw+[ a aPvaPG TOR 1wPMUA1bN■ MID Mom /Ma INMOPIa. IaMYN NNCMm SMOIIF6 alb MMMb ®b Orr11R APE SOW® ON M SDOML ICII [NL tl$ w,w MROYm oN 1RI,mAAE aawtx A■abR fFWaMp or YfAMYtO BFRLNIa 3NmN ON Sa1mIAE aY M POUOAMO rACtOl6. TOR M wE1Y1T10N ro aE PDOIat ImlAsn PPaaao mWnm PAINS FA,:Im t11Yl ,bf K lAA iHYW 111Ma1Y 1PAMFp P10bATFD FOR GW MIOIM PYRE AT aYC1bM {,[wDO, ��TIPa tNh 1H4 t,..A IH1• W. tYIeR -- "tAP41RP OHMS■ 11R■da s► AN•a3Pw■r p.t 3 3 N1/:a a a r 3 1n AmRI ea Bs �� RIaINR - :1 - - - - m 4a a• +m tm - tm m - a 1 +ffi - tm fw -' PfaYNmICN TD W AM'MR ALL LOOM V r-r rd. x 1 � L N I Sm ON I ¢ 1 $§ 1 aM"®Ei1pO` 1 1 - I { 1 1 1 1 i a. IMPACTION 1 r ro RASS. I f I 1 EDI I rol - L 1/•• I.P . S/a' Lam OM sub" r/ ,p•.-2oa' sa STOP O • fp• LC ` Fat /MIEN waaa w A r-r AND I y , 1/•• nC mA 1018I1a up ro r-r Mw. m I1Mia PRIaURII[ tpaYt b m �pIN PANELMIIR FUME • iT 1/a' n G M,III , V2' Mn iFMFMFa P[NflROaE M SDI w Up NmD _ FDII au fmawa 1! ro r-r Y.c SCAtE 3/6-1' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DES" LOADS UP TO +55.5. -7ZO PSF AND PANEL'S LV40TH UP TO 8•-r 2. FOR NEW WOOD FRAME CONSTRUCTION: MOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL N.OIE FOR COAMIINATI�N Oi •P'E•TY,Nc TOP h BOTTOM MOUNTtMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SnmS a ro2/� INSTALLATION DETAILS FOR REGULAR PANELS(I & CiA INTO EXISTING WOOD STRUCTURES 1 4 rt• �- yA SyT� 1K I Mlr • S' °G 1 3 NNw< Eo �. i I I 1 l 1 I! �TERNATIVE 1w ALiERNAME T� 1 1 SOLE ]/6••1' aE SO•D1at ON Sww •FDA 1 10WWWAN 0 MAST I 7 I • t r Ii 1�OF_ r.-. � �sl ES�ED - 1 �� ! •. E- , , ED - -_ IED m ILM ` IE■Iaa 4 oAl Orb ai • a t 4 I 1 1 '• -iri w 1' PrAom r o w AL TC6H,EeTh E ALMOOdAM 4W til RATE • WORM IN FAME SCALE 3/8.1- SCALE 3/5-l' kMMIM , I I; •.w.• A.w .....-..+ •-4wu NOTE m•ITiiR 7RAC16 NOT bNOAwN FOR CIMBTY NB / N r\ /_\ ALTI RMW /1 /'1 tl� //4• ,!, � I f1E! N i �-NTFJTfOR FNANLL `END PMNE7. (gem B SCNmIAc so+EDIIE +-3"_ fs FOR %2 FOR -r--f �S'PACAIQ� SPOOK V-3' "B, DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2) SCANS• 3/16' - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE )�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat SYSTEM ON 911E[T t97. rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA 61MS NaCR ILMN STOOP w 1MY r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP) ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS 6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P) +56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8• B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP) 456.0 -72.0 7'-r TO 9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA) YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq PtmaME-IN OF THEM LENGTH 1• (R) MUL r .2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS +524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS +55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS +SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O• +SS.O -72.D N/A M/A 3' I 3'' aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe MOM m auN PM,PaoN •Lsd -73A r-4• t 3h' uMn� Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam Pomm Fall EACH Ammom WK AT Ammon oma Ato4 TOPIC 1/4% 1/^ ve. //YI - OWN 6IM bw ato-a YM Stoat oft" R•S ] 3 3 1 1 1/2 A-womm, a,) ] 3 3 3 3 w+AM•E ar 6AJ 3 a 3 4/2 3 1p AMOL 4 on mmma *am (VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9) Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• - A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To PREMIUM • • ID ro m TO 10 To COYmw'MN lV ((&I RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN (0s8.) ■AM HOCK INDaI KOM anal aL00N B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP) 6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM) 8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM) 55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8' OR 'ESS B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP) 6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM) NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2" ' 6 1/4 65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP) A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU) OR tL55 12'-4. OA LESS 6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM) SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM! SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK K NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn - "m"- M TM-Yw co" sao-w Yt•. Noma won w 3 3 3 3 2 1/1 t W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111 AMR all, am asoSp ► A •C T O 9 11 - at - - 1m I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 -' PfaYNmICN TD W AM'MR ALL LOOM V r-r rd. x 1 � L N I Sm ON I ¢ 1 $§ 1 aM"®Ei1pO` 1 1 - I { 1 1 1 1 i a. IMPACTION 1 r ro RASS. I f I 1 EDI I rol - L 1/•• I.P . S/a' Lam OM sub" r/ ,p•.-2oa' sa STOP O • fp• LC ` Fat /MIEN waaa w A r-r AND I y , 1/•• nC mA 1018I1a up ro r-r Mw. m I1Mia PRIaURII[ tpaYt b m �pIN PANELMIIR FUME • iT 1/a' n G M,III , V2' Mn iFMFMFa P[NflROaE M SDI w Up NmD _ FDII au fmawa 1! ro r-r Y.c SCAtE 3/6-1' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DES" LOADS UP TO +55.5. -7ZO PSF AND PANEL'S LV40TH UP TO 8•-r 2. FOR NEW WOOD FRAME CONSTRUCTION: MOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL N.OIE FOR COAMIINATI�N Oi •P'E•TY,Nc TOP h BOTTOM MOUNTtMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SnmS a ro2/� INSTALLATION DETAILS FOR REGULAR PANELS(I & CiA INTO EXISTING WOOD STRUCTURES 1 4 rt• �- yA SyT� 1K I Mlr • S' °G 1 3 NNw< Eo �. i I I 1 l 1 I! �TERNATIVE 1w ALiERNAME T� 1 1 SOLE ]/6••1' aE SO•D1at ON Sww •FDA 1 10WWWAN 0 MAST I 7 I • t r Ii 1�OF_ r.-. � �sl ES�ED - 1 �� ! •. E- , , ED - -_ IED m ILM ` IE■Iaa 4 oAl Orb ai • a t 4 I 1 1 '• -iri w 1' PrAom r o w AL TC6H,EeTh E ALMOOdAM 4W til RATE • WORM IN FAME SCALE 3/8.1- SCALE 3/5-l' kMMIM , I I; •.w.• A.w .....-..+ •-4wu NOTE m•ITiiR 7RAC16 NOT bNOAwN FOR CIMBTY NB / N r\ /_\ ALTI RMW /1 /'1 tl� //4• ,!, � I f1E! N i �-NTFJTfOR FNANLL `END PMNE7. (gem B SCNmIAc so+EDIIE +-3"_ fs FOR %2 FOR -r--f �S'PACAIQ� SPOOK V-3' "B, DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2) SCANS• 3/16' - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE )�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat SYSTEM ON 911E[T t97. rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA 61MS NaCR ILMN STOOP w 1MY r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP) ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS 6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P) +56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8• B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP) 456.0 -72.0 7'-r TO 9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA) YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq PtmaME-IN OF THEM LENGTH 1• (R) MUL r .2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS +524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS +55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS +SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O• +SS.O -72.D N/A M/A 3' I 3'' aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe MOM m auN PM,PaoN •Lsd -73A r-4• t 3h' uMn� Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam Pomm Fall EACH Ammom WK AT Ammon oma Ato4 TOPIC 1/4% 1/^ ve. //YI - OWN 6IM bw ato-a YM Stoat oft" R•S ] 3 3 1 1 1/2 A-womm, a,) ] 3 3 3 3 w+AM•E ar 6AJ 3 a 3 4/2 3 1p AMOL 4 on mmma *am (VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9) Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• - A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To PREMIUM • • ID ro m TO 10 To COYmw'MN lV ((&I RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN (0s8.) ■AM HOCK INDaI KOM anal aL00N B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP) 6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM) 8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM) 55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8' OR 'ESS B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP) 6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM) NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2" ' 6 1/4 65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP) A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU) OR tL55 12'-4. OA LESS 6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM) SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM! SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK K NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn - "m"- M TM-Yw co" sao-w Yt•. Noma won w 3 3 3 3 2 1/1 t W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111 AMR all, am asoSp ► A •C T O 9 11 - at - - 1m I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DES" LOADS UP TO +55.5. -7ZO PSF AND PANEL'S LV40TH UP TO 8•-r 2. FOR NEW WOOD FRAME CONSTRUCTION: MOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL N.OIE FOR COAMIINATI�N Oi •P'E•TY,Nc TOP h BOTTOM MOUNTtMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SnmS a ro2/� INSTALLATION DETAILS FOR REGULAR PANELS(I & CiA INTO EXISTING WOOD STRUCTURES 1 4 rt• �- yA SyT� 1K I Mlr • S' °G 1 3 NNw< Eo �. i I I 1 l 1 I! �TERNATIVE 1w ALiERNAME T� 1 1 SOLE ]/6••1' aE SO•D1at ON Sww •FDA 1 10WWWAN 0 MAST I 7 I • t r Ii 1�OF_ r.-. � �sl ES�ED - 1 �� ! •. E- , , ED - -_ IED m ILM ` IE■Iaa 4 oAl Orb ai • a t 4 I 1 1 '• -iri w 1' PrAom r o w AL TC6H,EeTh E ALMOOdAM 4W til RATE • WORM IN FAME SCALE 3/8.1- SCALE 3/5-l' kMMIM , I I; •.w.• A.w .....-..+ •-4wu NOTE m•ITiiR 7RAC16 NOT bNOAwN FOR CIMBTY NB / N r\ /_\ ALTI RMW /1 /'1 tl� //4• ,!, � I f1E! N i �-NTFJTfOR FNANLL `END PMNE7. (gem B SCNmIAc so+EDIIE +-3"_ fs FOR %2 FOR -r--f �S'PACAIQ� SPOOK V-3' "B, DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2) SCANS• 3/16' - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE )�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat SYSTEM ON 911E[T t97. rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA 61MS NaCR ILMN STOOP w 1MY r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP) ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS 6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P) +56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8• B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP) 456.0 -72.0 7'-r TO 9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA) YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq PtmaME-IN OF THEM LENGTH 1• (R) MUL r .2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS +524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS +55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS +SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O• +SS.O -72.D N/A M/A 3' I 3'' aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe MOM m auN PM,PaoN •Lsd -73A r-4• t 3h' uMn� Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam Pomm Fall EACH Ammom WK AT Ammon oma Ato4 TOPIC 1/4% 1/^ ve. //YI - OWN 6IM bw ato-a YM Stoat oft" R•S ] 3 3 1 1 1/2 A-womm, a,) ] 3 3 3 3 w+AM•E ar 6AJ 3 a 3 4/2 3 1p AMOL 4 on mmma *am (VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9) Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• - A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To PREMIUM • • ID ro m TO 10 To COYmw'MN lV ((&I RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN (0s8.) ■AM HOCK INDaI KOM anal aL00N B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP) 6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM) 8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM) 55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8' OR 'ESS B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP) 6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM) NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2" ' 6 1/4 65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP) A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU) OR tL55 12'-4. OA LESS 6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM) SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM! SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK K NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn - "m"- M TM-Yw co" sao-w Yt•. Noma won w 3 3 3 3 2 1/1 t W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111 AMR all, am asoSp ► A •C T O 9 11 - at - - 1m I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 NB / N r\ /_\ ALTI RMW /1 /'1 tl� //4• ,!, � I f1E! N i �-NTFJTfOR FNANLL `END PMNE7. (gem B SCNmIAc so+EDIIE +-3"_ fs FOR %2 FOR -r--f �S'PACAIQ� SPOOK V-3' "B, DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2) SCANS• 3/16' - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE )�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat SYSTEM ON 911E[T t97. rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA 61MS NaCR ILMN STOOP w 1MY r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP) ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS 6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P) +56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8• B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP) 456.0 -72.0 7'-r TO 9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA) YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq PtmaME-IN OF THEM LENGTH 1• (R) MUL r .2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS +524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS +55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS +SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O• +SS.O -72.D N/A M/A 3' I 3'' aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe MOM m auN PM,PaoN •Lsd -73A r-4• t 3h' uMn� Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam Pomm Fall EACH Ammom WK AT Ammon oma Ato4 TOPIC 1/4% 1/^ ve. //YI - OWN 6IM bw ato-a YM Stoat oft" R•S ] 3 3 1 1 1/2 A-womm, a,) ] 3 3 3 3 w+AM•E ar 6AJ 3 a 3 4/2 3 1p AMOL 4 on mmma *am (VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9) Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• - A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To PREMIUM • • ID ro m TO 10 To COYmw'MN lV ((&I RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN (0s8.) ■AM HOCK INDaI KOM anal aL00N B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP) 6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM) 8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM) 55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8' OR 'ESS B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP) 6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM) NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2" ' 6 1/4 65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP) A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU) OR tL55 12'-4. OA LESS 6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM) SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM! SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK K NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn - "m"- M TM-Yw co" sao-w Yt•. Noma won w 3 3 3 3 2 1/1 t W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111 AMR all, am asoSp ► A •C T O 9 11 - at - - 1m I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 //4• ,!, � I f1E! N i �-NTFJTfOR FNANLL `END PMNE7. (gem B SCNmIAc so+EDIIE +-3"_ fs FOR %2 FOR -r--f �S'PACAIQ� SPOOK V-3' "B, DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2) SCANS• 3/16' - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE )�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat SYSTEM ON 911E[T t97. rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA 61MS NaCR ILMN STOOP w 1MY r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP) ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS 6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P) +56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8• B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP) 456.0 -72.0 7'-r TO 9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA) YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq PtmaME-IN OF THEM LENGTH 1• (R) MUL r .2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS +524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS +55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS +SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O• +SS.O -72.D N/A M/A 3' I 3'' aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe MOM m auN PM,PaoN •Lsd -73A r-4• t 3h' uMn� Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam Pomm Fall EACH Ammom WK AT Ammon oma Ato4 TOPIC 1/4% 1/^ ve. //YI - OWN 6IM bw ato-a YM Stoat oft" R•S ] 3 3 1 1 1/2 A-womm, a,) ] 3 3 3 3 w+AM•E ar 6AJ 3 a 3 4/2 3 1p AMOL 4 on mmma *am (VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9) Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• - A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To PREMIUM • • ID ro m TO 10 To COYmw'MN lV ((&I RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN (0s8.) ■AM HOCK INDaI KOM anal aL00N B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP) 6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM) 8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM) 55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8' OR 'ESS B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP) 6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM) NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2" ' 6 1/4 65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP) A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU) OR tL55 12'-4. OA LESS 6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM) SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM! SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK K NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn - "m"- M TM-Yw co" sao-w Yt•. Noma won w 3 3 3 3 2 1/1 t W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111 AMR all, am asoSp ► A •C T O 9 11 - at - - 1m I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq PtmaME-IN OF THEM LENGTH 1• (R) MUL r .2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS +524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS +55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS +SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O• +SS.O -72.D N/A M/A 3' I 3'' aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe MOM m auN PM,PaoN •Lsd -73A r-4• t 3h' uMn� Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam Pomm Fall EACH Ammom WK AT Ammon oma Ato4 TOPIC 1/4% 1/^ ve. //YI - OWN 6IM bw ato-a YM Stoat oft" R•S ] 3 3 1 1 1/2 A-womm, a,) ] 3 3 3 3 w+AM•E ar 6AJ 3 a 3 4/2 3 1p AMOL 4 on mmma *am (VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9) Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• - A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To PREMIUM • • ID ro m TO 10 To COYmw'MN lV ((&I RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN (0s8.) ■AM HOCK INDaI KOM anal aL00N B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP) 6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM) 8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM) 55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8' OR 'ESS B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP) 6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM) NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2" ' 6 1/4 65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP) A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU) OR tL55 12'-4. OA LESS 6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM) SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM! SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK K NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn - "m"- M TM-Yw co" sao-w Yt•. Noma won w 3 3 3 3 2 1/1 t W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111 AMR all, am asoSp ► A •C T O 9 11 - at - - 1m I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe MOM m auN PM,PaoN •Lsd -73A r-4• t 3h' uMn� Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam Pomm Fall EACH Ammom WK AT Ammon oma Ato4 TOPIC 1/4% 1/^ ve. //YI - OWN 6IM bw ato-a YM Stoat oft" R•S ] 3 3 1 1 1/2 A-womm, a,) ] 3 3 3 3 w+AM•E ar 6AJ 3 a 3 4/2 3 1p AMOL 4 on mmma *am (VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9) Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• - A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To PREMIUM • • ID ro m TO 10 To COYmw'MN lV ((&I RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN (0s8.) ■AM HOCK INDaI KOM anal aL00N B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP) 6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM) 8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM) 55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8' OR 'ESS B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP) 6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM) NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2" ' 6 1/4 65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP) A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU) OR tL55 12'-4. OA LESS 6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM) SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM! SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK K NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn - "m"- M TM-Yw co" sao-w Yt•. Noma won w 3 3 3 3 2 1/1 t W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111 AMR all, am asoSp ► A •C T O 9 11 - at - - 1m I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam Pomm Fall EACH Ammom WK AT Ammon oma Ato4 TOPIC 1/4% 1/^ ve. //YI - OWN 6IM bw ato-a YM Stoat oft" R•S ] 3 3 1 1 1/2 A-womm, a,) ] 3 3 3 3 w+AM•E ar 6AJ 3 a 3 4/2 3 1p AMOL 4 on mmma *am (VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9) Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• - A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To PREMIUM • • ID ro m TO 10 To COYmw'MN lV ((&I RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN (0s8.) ■AM HOCK INDaI KOM anal aL00N B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP) 6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM) 8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM) 55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8' OR 'ESS B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP) 6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM) NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2" ' 6 1/4 65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP) A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU) OR tL55 12'-4. OA LESS 6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM) SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM! SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK K NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn - "m"- M TM-Yw co" sao-w Yt•. Noma won w 3 3 3 3 2 1/1 t W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111 AMR all, am asoSp ► A •C T O 9 11 - at - - 1m I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 (VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9) Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• - A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To PREMIUM • • ID ro m TO 10 To COYmw'MN lV ((&I RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN (0s8.) ■AM HOCK INDaI KOM anal aL00N B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP) 6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM) 8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM) 55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8' OR 'ESS B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP) 6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM) NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2" ' 6 1/4 65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP) A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU) OR tL55 12'-4. OA LESS 6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM) SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM! SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK K NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn - "m"- M TM-Yw co" sao-w Yt•. Noma won w 3 3 3 3 2 1/1 t W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111 AMR all, am asoSp ► A •C T O 9 11 - at - - 1m I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM! SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK K NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn - "m"- M TM-Yw co" sao-w Yt•. Noma won w 3 3 3 3 2 1/1 t W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111 AMR all, am asoSp ► A •C T O 9 11 - at - - 1m I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 I� ts-to PmNO:LMIC PLUS Em. FLOOD HEAM2. t0 I 4 �• Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 Q[ ,ToaDln£ ON i f PUT a l roR rT 1/41.1aeI. 4€ Yd I/ INKY • ' id'W'aNli6o,a""nAF 1 JA; l I i INSTALLATION DETAILS FOR REGULAR PANELS & (0 INTO EXISTING WOOD STRUCTURES �-y,� i trio wNnwTL wus 4 '� a /�4• o.a r� T 7/6• 11pIF/,OEDWOOD Awrp- N TD WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 WA. PMkI LENGTH (SEE NOTE 1) W NM�e�•• Yam• r oa i It li , 4.6 HAG Sl31EN5 2%V WOOD I I VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE OMID WIDTIN OF KATE .C. SIMJCIEW W/ ,t }} l l SKID r 1 1Ir LAN. e I AT MidrtWNNN OF KATE SOME 1. DIRECT MOUNT IG_1MA"Tlo� LM STYLE 1• SOME ]/9.t• • f4-t0 PYUai31ME PLUS 1F� F O) W-410N m Ileree• 1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND PANEL'S LENGTH UP TO 12'_4' Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL MOTE FOR CTLOM K 1sCMYC_; TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATIOIN. ,1 1 7• , , SCSIM." IN M�fut TSuin l9A6MT,mm _�p•..,wf• dj. YS W I/wY ' 3/y}• YRb MUt f 00N MIaN , If 1 EMT. PANEL LENGTH (SEE MOTE 1) OF V _0 MAX iM° w" • N2 1/t' OL I '. new VIC • 2. I a"w at t I F•AI VA a 90 8 oN I rH. wmm f , "m.. " LEwTh 1) Yy63rw/ I MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 MAXor V - ad Aw y ^W W (n cV ^' �A W U O LD Q O •� c � �N CD ca c 'cj) O L_ O O c Q 0 LL Q) L -0 .� � Q a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 a w z z J O •C" �i Y W o=o C O C.7 CV .'omx O U_3 cLLa 4n e4 co +n O O O fV Y U- E w C CD O C d 3 ee 7 . d TOLL A G1 N Q � c E r° o CI_ INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES _. 1 ,h lit. 11aCApiD POM7#MRN NEAotR �• . cn air17 I-.., ` 1,1 ao'0°DUEIc'�i'AO' ' �i WORM O ALTERNATIVE i ALTERNATIVECD 21 2 I I YM �, MIT,T/wawM SIX KIT. 1/(Sff'[ I �0a$•W� 1 OC. ON 1"DIC $441 I no w SIVAMARIOM To MATS , E- oo V EO ED 1_ I l is i I Prop rwc O � d. B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn 1/410.W LONG aMm NOW W /TAC 1h1A-20a' S.S. " • r Lc m O 1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m tllrAup P1a■I■0 M1 ro Hopp L PLATE Im : Immo 1FYm No Sam no oJim WALL MOUNTING INSTALLATION p.TiL4r ey ' ceN Lu ALTE IVE 1 W .. KITH 3/6' . 1' y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q * :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1 459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/� 2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4 prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q 1,NAP■3 r- OaRPb I1W P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J SHEET NO. SH 1R1 1 ,•. _ -i_ I I I III 1. -1 . _.__. I I I I - --L-_ _-- .--- ------ AN04M (SEE SECTIONS ON SWEETS 17. 18. 16 IS, 20}--_ '3• MAX JA/17. 44/17. sa/ta ■/if, M/17, ••/16• ]� ,' MN. �MW//9. 7AW/19 a SAw/f0 �■IF/M 7M/ts a mim 1• Null; o 'y,ly 0 0 0 ��4F •'�� �• i ! lIF1X >o0•H I ' I � 71�161 0' ' V�V' I TAMa � vL , i RmRM PM91 � '. j yY. •'�, HAIR Nh' d R � , � t - i - I AAa lam DBIoa-- O.Y..®aF `-'v- -.YID NA Q lBT! RPE NIOr. I�HNONAR-' 3^ Ma. JA/17. 4A/q. 9A/ta. 3R/17. •9/17. So/la. xxmBw MIN. - - bweh►. TRIM'/ANeNORs (SEE sECT1015 ». 1e. loMlat p)_leW/n a-BBIr/2D ,1 OPTION #2 FOR LIFE SAFETY STORM PANEL{, ELEVATION SCAM 3/16•-1• IAr ,AK w SECTION A -A SCALE 3/lr-l' lei#]i i • L• l_ L 4 MIAL R N MAXIMUM A.S.D. MO.. PANEL LENGTH DESIGN PRESSURE L (N•) MINIMUM SEPARATION PANEL RATING (p.9.T.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 8•-8' 2 3/4" UNBOLTED INSTALLATION DETAILS FOR OPTION §2 INTO EXISTING FOR LIFE SAFETY WOOD STRUCTURES STORM PANEL SYSTEM i � - s ( -�w TAPCON • r D,A �1 1/�Y TAP001/ • r ae. •' _ V4'P tAPCON e r o.c. `. , /, y 1n MRL i1gIFA0® Pil N A7 W000 �r 1 1/r NNW, tIHRWA0E0 P TION A R000 ` 1 1T/I i/Y MN. 1lRW/OEp PDETMTOII / 1 A % i // MEN" of I js ', _ARAM--. \} �•' 1 r Yin i I I �� 19n 5 I � `/ 19n }5 , 1 ( i HXAa'sst•. RVIA=OM i MmnnG N610MM101 W 9NWN m alle Pon Lucm an 10614E 1' Ytt MASS (SEE HONE 1 eLOIR /M far ,q .L• Y.1. 1 RA M. ItHNH WAn 1m 1010 i PANEL tEwnq (SEE NOTE / IIN10WI ,,55 socaAL Ii 1 I - wj'-- (SEE NOTE T OEM am W40dmmR - a 116E ,q i 1//p�r'P"2Q1.+ 111 ._� y1}7 a sm 1q 1s//4r•IF-94,• _ - i 1 -t R)NQTN OF PLANT 1` t ! , NT - t/4Y 20.]/4 ss Ys. w/ cot L `cotrt EIS 1', � 3/3r WN6 NAP 11. t1 I Y . ]/3i' WINO L' 1 �.., 1 MA9 •f0 to z T ac. L' wsm • 12 1 O.c I 1 I t ;J.. /2 jr' ALIT WASMRA (6[YOIO) ° .i ! 1 4'• TAPCON 0 r O.C. 1 '; 1 '•'P TAPCON 0 r AG - t I L//••/ UPON N 6• Ac i T41AooElm W/ a7110) i ; I STAND= W/ SM) 1 MN. NIWATND �I j I W 1 f Y TML T1IOAOEO :� i J •�1 1/2 IRA- t1MFADEO Or PLANE NONA INONOTH i--•--716N AT HNOMOIM - PC[N911XIN M LNWOTN OF PLATE '' OF PLANE - • N000 PLANT OF PLANE 2EDI14• WOOD PLANE ._. ZXS• 'N000 PLATE �MED MITRED WVL%EtlAE 3/B'.1•a NINE PA 9 REGLILM PANEL AL L*T SAFETY PANEL N SCALE Ve.1' SCALE 3/W.1- SCALE 3/9•-1" rmrY Ae JGENBF ^ FLORIDA WILDING CODE 1. RBTMLATONS ARE ONLY YIAO FIR BALDRIGS WITH AS.A OMSOII LOAM FLORIDA TO .sss. -7zo ►B AHD PALELY LENGm LP TQ W-Ir 1i0 4 1 * am mwm, m 20 UK GALVANIZED SP 2. IN Mm WOOD nwa Co gmcnok wow Momm To BL SOUTHDIN PPE MD. 2. of SPECV MWW OF 0.5E 04 [QUA. BT%-GLOBAL PROTECTION •,.-•L 14 ► • : 4 1 MII IIJI ■X6. • A., I _._._ .... ---15A%• (TOTAL wON1j- _--12.500• (UTECTNE WmM ._------- - • t/4 . 2.Op0' YI , / o IYP. glow 0. SrPL A- AWN 6 - GAO ISOMINIMUM55 Q iD qAV. Y I -1370•- ! t.� © STORY PANEL I PANEL'S F710 UP �y ' W/ IOAMED EDGE ISOMETRIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END UP W/ HEMMED EDGE (N.T.S) �--3• Max. O7 3•R3"fMaYJ ALUM. ANGLE 750 osa' (TYP•) ©STOP I" LONG 6063-75 NAm. ALLOY T/ -I LIEO„r' x T OLTAa. Lf ' z.3D0- 3.500• `RTC• R�Jo. OZ REM30 hM• TRACK etr L Q 3.7W I �7P•) ® 1t4 6051-TS Alurn. ALLOY 0 r O.C. THIMADED wow &HrJr. C PANEL LENGTH (SEE NOTE I BELOW) - f i +r -1 __ ! J NU � No, YIIIYLITf 2.500' ti 2.470" .�. Q' O REVERSED NUN TRACK 2.000` I__ . Ana• © 2"0"fUeu j ALUM. ANGLE CODE 1 i' TAPCON ANCHORS V., Oz. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM �4' TAPCON ANL110RS INTO EXISTING POURED _�4• TAPCON ANCHORS r CONCRETE OR CONCRETE BLOCK STRUCTURES - 1[4' umm ANCHORS e aC r O.C. • r O.C. ION BfDt3K REQUIEM 3 COME aLacN NNEOIAII® 1 CONCa[T BLOCK ROXIMED j POMND WNCRflE j[ `' C. SLOCK mourn O I 1 v r -- -1 • y c8.• vLv. • \` I� ` i , i rw MAa•OI W Aur es r mlAt w seen 10 i M W w (� a� W@ ,q - -� 1 1.. �d R F aPKAE SUN M >01VA111Y W i I � � I f 1 i I 1 --- #( I 1 ' i + • � 1 q 6 , H A i _ Y4 y � 1 } 1 1 t 3/3r WING NUT • 12 1/Y Qc. 1/4' TAPCON ANCHORS --i 4 Iff O.C. {57WQIRWED W/ STUD) _.00 : CONCREIE eIDCK IdALL NQlI SfALLATM A SCALE 3/6•.1' �I BIT (gram) T/4 TAP[ON ANCHORS --i 4 T .t (BTA00l1ED w/ -P"CD CONCRETE iTID) opt CONCAM BLOCK WALL MQ MMI I ATION SCALE 31r-1- WV sMN4T 10 f MR AW'101E • ANNOvIR __1/4•• WPM LL AOO TOR NatALLINOIa 1100 tWEOD M r N1aQ1 Ono P.1 3 T rRWO momew AND INSTANCECODE � '__ a so=" Not La LS6 THAN Omm ON 20/31I01 MUCK NOW S ACI I In MILTwvm wmm DORM ON song" "MI&I yy. ft. W a ma CA Immm: *AM 9, M FOLLOWIC FACTO. FOR 04 OPOMRM►N 10 IT FO6 K& w6U0TD _ _ , 1/Y - 7PACIn 05 A1[D ONO FWW WALL NOTake" IM LM INN tENICFK ID,GI[D MR cc" aAD= TYPE ON THIS LCHEDIAL_-._-- I ,rr -"r' _. ' .__ ,m a, CD E0.• l , Ep.• 1/2• - 1 4Y-2o.J /�•5.5. Ns, wl �/r - 1 •Y-20.J�4. f-- ` /_-3/�'OMIO NUT wAWIFA f... /a aJ/32 MNo MR WASHER i% j �> 011YONO) 1 • TAPCON ANCHOM t/4- TAPCON yr at- 0 4 1/2' O.C. -0R■� BLOCK _rixm CONCRETE OR CONCRETEe{AGc WALL A, im WALL s�EMntlleaPenEi s LIB SALE 3/6-1' SCALE 3/r-T- 1 /4 R TAPWN 0 r O.C. .; 1 4'1 TAPCOW 0 a• D.C. / t ! y -Y��1 t//2 Awl. TIIIWAOEO ! 5 /1 1� MIN. THREADED PltIPlbJldl AT WmOD 3 ,� PENPI6ATIGN Ai 1WDOD /HEADER HEADER } y W. W ElaS7NIG ON Now tot . TO � 1 iMe.. BASS . OBE 9� a OWET to _ PANEL LENGTH ,-+Ire - 1 (SEE NONE I SELM 1/4Y-20A7• . 13 _ _n _ PANEL LENGTH ; (SEE NOTE I BLOW) ._off_._ 7 J 11 L7/a•• a 3/39' WING NUI r■NQUIRED WAS," 0 6 t/4' O.C. I ' /1h10 PNEllK1E R • 6 1/4' O.c N 1 7/6• 7 OF AN TIKB'AOEOTH AT MORPLANE 1� I. 66TALATONS AWE ONLY VALID FOR HRDRIGS WITH ASD. DESIGN LOAN UP TO +35.5. -72.0 PSF AND PAWAS LENGTH IP TO W-6'. 2. FOR MLR WOOD TRANS CDNSTTNCNO L WOOD MEMBERS To BL 90URERNN FINE NO. 2. W/ SPECWIG DENSITY OF 0,55 OR EO11AL 1 f I e• rN' MOD-,1'SIQE I y: 1,7ro1 . 3/32- W+NQ N TI REQUIEM "-' 1 1�. IYASNFII 0 (BEYOND) /14-10 PAi1LAEa It WIN, l/HIM /'OFb PNE/N1E17M1agN i I AT MOWIDTN OF PLATE WALLJIATION IL SCALE 3/8'-t` FLOWDA BUILDING COOK 3'/24 (M I m a on"" 1. 24 4' 2 4 W/ a WI) ®• cm mm a mp) gr/24 1' 24 ► N AILS. / / r YM. /2 / (R HOT[ 7 IWNOWi EC rm CNCKIE A"Mft la _ TXWWtE AMpO6 a• Ya. 1 1WHL (EIS SONEW OR s6N aq "� 1' Not, • •P MIBOIA 6RC1NOHM aN s�tLT •RAW. ) A a u, 6Ma END OF4D EIY . _-T 1/2 I tNaom 1Ww (NID:ol1 l�} (E�IDIIOR ANw M z ~• B PN4u ' (N1EEiDR (f O�'MV�.iTi M X 1• MATE 2. A I IODW i ` RL NONE . 90OW 3. 4 • >a ^ • • 1 1 4Y- PANEL �_ N gE "1INnE 4 IaDI' -l- mw MR fmAmon wE 900'pA Jt^ r--{ �_ I-.-�tr--n-•%- ULT[VAYE (ITDIPDL) O saT m: FOR wow SC&1R E l AT EID MIaS) 1..Wn 1/r 1 1/ri SQ SECTIOI/a at s6t 2• piN4Ab arm0-0,101 R © -tr • • 1AA7 vAtEL�( ro a w9num At LRCM LAST PIHEL� ro E R1BrAL10 A m,01 OPIUM A.1MY5 I. P1rov000 w OPENING ALWAYS t tIOYiL�a� AFM HNWNIXE ro iACARAtt TN FROM lb� MOWN. FWCIUTAtt 1MSTALLA110N P ROEegEO ro B6(( INSAUID Hlol FRDA - +MAID - RDOE OF STIIUCTISE sAE . , IITYLE . ,- f1' • M. IMP , 4• Yu. mP SECTi�IN A -A SECTNO1 2-8 fDY�1t CDC � ITiWL 7/Y' - t• (1), 0P970ON OF SEEINEXE Lem; E - Z MAIM STORM PANEL SYSTEM CW75MTINO Of PANEL - �nU. TRICKS AT TOP i PANELMAIE PLUS OR 15" LONG (I). hrMAY0N QF SPOFS MD. E - Z HAND STWRK PANL. SYSTEM CONSISTING OF PANEL . A7 BOTTOM w/ PANELMITES Cent. TRA3i5 TOP a BOTTOM. (2). ENO PANELS SHALL ALWAYS WE CONNECTED ro EO�NlG SNJ. MALL BY MEANS of (2) jEO PAILS SILL ALWAYS BE CONNECTED TO BOTTOM TRACK OTMERMSE A STOP BAR PANdianiS WE i USED Y WJ 1S• LCNG Q7 TRAM( AT BO11WA. ED PANELS Q1J SMALL S PROVIDED AT TOP OF SNCl/ PREENS. SNAL BE C0E'RIEtTfO 70 �1►/. 1 4Y-TONS 4"M.S WJ 1/NE•�KJ 1/4Y-(3) NKt IiIO TAPPED �( AS (3), IF EO'O PANELS ARE ro I�OTIQM TRACK. CONMECTgIA SMALL COMSAT OF DESCRIBED KN igiE 1/4•l-20.3/4' It W// 7/ 9e3J//J3Z2 11IIG TUT OR 1/4'.1y/4' Me,. tMWBSCKW (� AT INTO TAPPEQ B01'IOY TRKk. IOCATgN Cf iASTENOR SAY BE A7 EITHER tX TWO (J). FOR COES IV" END PANELS ARE per ,� .,ED TO /BORON TAACN.XSTOP BAR MOON FLAT FLAO[S OF END PANEL 91M ■PROPANE At TOP OF lUCN PAlE15, (4), N CASE THAT END PANELS ARE HDT KXONHECTE5 ONLYI ro BOTTOM TRACK BE (ia. A STOP BAR IN). FWI RSTAIMTIONS WHEN END PANELS NYO SOME INTERIOR PANELS NIAE CRECRY MBOTTOM TRACKOUNTED TO EXMTNG sql MALL BC�N]SEAN9 (1i PNEIAATES. ONE INTOOR PANEL AT TOP AON (3 USING SPECS NGTE ABDNF. D( SUCH CCH6iECTO�N PAELB m BOTTOM IRACK MAY OCWR AT A1NY PALL LOCATION. %,TWO PANEAAIESY/ SHOWN KN ELEMATION MD W� M3TO06/2gAl �BOTTOM (S) SEE SECTION 1'. r a 4' ON SHEET 24. SEE ANCHOR SCNEOULI ON SHEET 25, UNI NOT EDGECAEPgRpNG VIEWowNEDTm m C2] NIFJMNS. TRALK• YS)piL INETAItfD p, 7 SUCH THAT ADJACENT PANELS THE LEFT 0 ROW fi0E a PANEL) IKVE THEIR OVERLAPS RETAINED BY �. 3 'rVcEN rP FLORIDA BUILDNG CODE h ymotaffy NUrriCOMO Zone), ; NO. 4 167 Sam° IEnOe• Nc 20 BAGS GALVANIM STEEL SIM PULL _ 11Prii w GLIML PROTECTION a _ PRODUCTS. LNG. STA OF - , L E C 0 II9e. Mro6 all I, zwm F(0 �'''(�� ..ate.+.watANrr�N.p,�n wDKEEF6Uw_,Nwrnp.)Mran 20-176 PM- In-...ti y NION l L aNyorww/wW C/r•OODp» a r oNNFWa N. M ,A11TER w •.PL - - ow m or a INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES t114• TUCON ANCHORS _1/4• UPCON ANCHORS - i r ac 9. O.c. POURED tOONCEIE FIGURED cONCR[IE REDAI f ` Q,AR° BLacK' ! , Mal I 1 i 1 1An a1� O1� W 1 ' 1 � a 'i I I 1 i I a 1 � i 1 � I ED• 1 (._._ 14-to•6 PAN`= PLUS N/ Qc Y . Jt. WtpO NUT WASHOt • 6 1/4' REOURIE 6LOCM LLATMIN SCALE 3/r-T- 9O OQT It O MR A1m1wa flP[ • /IOOIi�[ -,1/P- �tAm, .. I/41 lMD/a NOR IN AWOw RHIO WOOD i Amdl s1Ma� a a FFAM 91amHa MINIMUM ANDON w'AMN AO MMIDM ELIDE OWMW AN GO MM ON THIS '010- iNlrMr (MN i a soma FOR LA LIU THAN INNDOW ON SOMILE RMUC1 ANCHOR WAOO BY MAI1RYIa SPACM sow ON SOBsu PA-4o..rN Y OJ a a 1A AK v Bat no" nwm IT THE FOLLOWAIO NCRYI'L Fat THIS OPBNAON 10 SITPOOaL. IEM111 1 tA. - SPACING cowm us" FACTOR WWL Nor BE ILA THIN Mato SPAMO I1010Om-- EAR U79N ANCHOR TINE am 7aS 9Mau a1 061sTW NDTES h E-2 IIAM6 QF+'±� eWees6A t E-Z /KING STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMPIT (P.Ea) MKS BEET/ MIMED FUN COMIUMICE IN ACCORDANCE WITH THE 2M (7N EDITION) OF THE FLORIDA BUILDING CODE. OESON WIND LOADS SHALL SE DETERMINED AS PER SECTION 1520 OF THE ABOVE MENTIONED CODE, FOR A WDO SPEED AS REMMED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A 06KC110NAUtt FACTOR Kd.035. USING ASCE 7-10 AND SHALL NOT EXCEED THE MAKNAUM (AS.D.) DESIGN PRESSURE WRINGS INONNUED ON SHEETS 23 a 26. IN ORDER TO VEWY THE ABOVE CONDITION. ULTMATE DESIGN WIND LOADS DETERMINED PER ASIE 7-if S/IKL S FIRST REDUCED NO ASI). DESIGN N0'D LOADS 6Y MULTIPLYING 7140A BY 0.5 IN ORDER TO TO COMPARE THESE Wl MAX. GL60) DESIGN PRESSLIRE RATHi05 W104M ON SHEETS 25 0 26. IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON TIPS PLO. AS TESTED WERE NOT OVEN STRESSED. A 33X INCREASE IN ALLOWABLE STRESS FOR W11D LOADS WAS XZL USED IN THEIR ANALYSE. FASTENERS SPACING TO WD00 HAS SEEN DETERMINED IN ACCORDANCE WITH M.O.S. 2015. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESWANCE HAS BEEN VERGED IN ACCORDANCE MIN SCION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY; INC. REPORT / 2032. AS PROTOCOLS TA4-201, TAS-202 AND TAS-207. 2. Tt1IS SYSTON FALLS BEEN OESIONEO ro S INSTALLED DN TWE OUts10E OF TIE tX1ENwY. ACCE341NG *NE OPENING FRCd THE INSIDE w/0 THE U USE OF A LADDER OR T. THIS ISAPPLICATION VAIJp M4EN IMSTALLAIXXT M IHREtOED TO S[ PERi'a1MEp FROM TIE INSIDE OF STRUCTURE 3. SERIES 1000 INSTALLATION E APPLICABLE TO SINGLE AND DOUBLE MAC STYLE WINDOWS WHEN INSTALLATION E REQUIRED TO BE PERFORMED FROM THE DOME Or STRUCTURE. 4. SERVES MO INSTALLATION IS APPLICABLE TO SINGLE AND DOABLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN NSTALIATION E REQURED TO BE PERFORMED FROM THE INSIDE OF STRLOTLI E S. ALL ALUMIIJM FMRU51004 TO BE U63-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOIVO) 6. ALL ALIMO" SHEET META. USED At CLOS1JR[Sr PIAU HAVE 31D5-MI4 ALLOY. 7. ALL STEEL SWEET METAL PANELS SHALL HAVE STRUCTURAL QVAUTY STEW. ASTM A-653 GRADE S0 Min., QALVANZED STEEL DESOATON W/Fy- W.5 Mal (AFTER ROLUED). e. ALL SCREWS M BE STAINLESS STEEL 304 OR 316 ANTI SERIES OR CORROSION RESISTANT COOED CARBON STEEL AS PER DIN 500111 W/ 50 MAI YIELD STRENUTH AND 90 wl TENSILE STAM M a SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.J.3.4 9, BOLTS TO BE ASiM A-307 GALVANIZED STEEL. OR AS 304 SERIES STAAAESS STEEL WITH 36 k11 MINIMUM YIELD STRENGTH. 10. ANCHORS TO WALL STALL BE AS FOLLOWS: (A) 14.0 T ANCHORS AS MANLIFATIM BY IT.W. 9 / APCWR BW.OEX, INC,NC. (MIN 0.31 2 P.•i.) - 1/4• • X 7/11• CNK-IN ANCHORS. AS MANF'ACIURED BY DEMILT INC. (MN, VC-3000 Rat) 014-10 PANEIAWTE FEMALE D A PANELMAR PASS MgCHORS, AS MANUFACTIINO 'BY ELCO CONSTRUCTION PRODUCTS. (Ye-3360 PW.1.) AI) MIMMNI EMBEDMENT OF TAPCON AN04ORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2" FOR PANLMATE FINALE O AN PANLWIE PLUS. AS) MRA" DOMM W OF 1/4•0 1 7/5- CALK -IN ANCORS SHALL BE E 7/9- INTO CONORM W DOWMENt INTO ANY FINISH MATERIAL SWILL ■ PERMITTED- 1/4- 0-20 SS SIDEWALK BOLTS LEAD SMALL BE LONG ENOU6N(SOULD ANY FBAEH MAYLVAL EXIST) To [WAGE 3/4- W% ANCHORS. A3) IN CASE THAT PRECAST SRNEE, PRECAST CONCRETE PANELS. OR PAVERS BE MIND ON THE EXISTING WALL OR FLOOR. ANCHM SIIKL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PALLS ANCHORAGE SHALL BE AS MENRNED IN 061) AND 0 A2). (9) TO EXISTING CONCRETE INDEX IM, - 1/4' • TAPCON ANCHORS AS MANUFACTURED BY H.T W. BIALDEX. P C F - 1/4•• X 7/r CALK-N ANC OFIS. AS MANUFACTURED BY D[WALT NC. (rrn.ISOO P./.I.) - 114-10 PAIELMATE FEMALE D ADO PAMLWTE PLUS ANCHORS. AS MANUFACTURED BY Q= CONSTRUCTION P'INDCKN 75 (Ym-2011 Pct.) j U. lNII•pl W J � ' r Ole, E J3rt .nt,__ r amen 1 EQ• i I j/htOY PN1IIMAlE PLUG w/ wa9iF71 (EY01D) owoum WALL Mautm _ - 9L1U01[7EmOcic "Itl I10 SCALE J/r-T• 0.1) WMMW ]EMBEDMENT OF TAPCON ANOORS AND PAEURNE FEMALE D a PANELUAn PLUS INTO CONCRETE BLOCK SMALL BE 1 1/4•. &Z) WORM EIMEDMENT OF 1/4'P X 7/W CALK-0 ANCHORS SHAALL BE IS 7/r INTO CONCRETE. NO EMBEDMENT IWO ANY FINISH MATERIAL SMALL BE PEMBTRD. 1/4' /-20 SB SIDEWALK aws USED SHALL BE Lma POVoN(SOUm ANY F11WSH WTLOAL SLUT) TO ENGAGE 3/4' INTO ANCHORS, 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE IAMELS BE FOUND ON THE DIMING WALL, ANCHORS SMALL BE LONG SOUGH TO REACH THE MAN STRUCILW[ ■MINI) RICH PANELS. ANC DRAGE SMALL BE AS MENTIONED IN 6.1) AND IN 9.2). (C) ANCRONS �.BE INSTALLED MUOW44 ALL a RECOMMENDATIONS THE RECOMAEATONS AND SPEWrATINS THE ANCNOWS WINNUFAC11 LT SMALL BE THE RESPONSIBILITY OF THE CONTRA" TO VERIFY THE SOUNDNESS OF THE STRUCTURE MERE SNOTTER IS TO BE ATTACHED To N3URE PROPER ANC ORRICE. INS SHLIM SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK oR woo0 FRAME BLmolx-•S, 12. THE INSTAI.LA7ON CdViRACTOR E 1D SU'L/CAMLK ALL SMUTIEN! CdAPOrEM EDGES MACH f#MNN N COt1TBN10Us CONTACT WITH THE BULDING 10 PREVENT MW/RNN NTRUSON. C MILK AND SEAL SHUTTER TRACKS ALL ARIXND FULL Lacy". U3 STORM PANEL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN TILE ORM NNG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE AP ISIDICTON METE PERMIT E APPLIED To. 14. AJIBUM WINDOWS AND DOORS. NC. E - Z MAN: STORY PANEL SYSTEM- IS PNNDB P6Oa1D. IS. (a) THIS PRODUCT EVALWiDN OOCUMENT (PLED.) PREPARED BY THIS B404M E GENERIC AND DOES NOT PROVIDE WOWA41ION FOR A SITE SPECWX PROJECT: I* INHERE THE SITE CONOR d DEEJATE FROM THE PLO. (W) COLADON INCLUDING LIFE SAFETY OF NTRACTOR BASED THIS P.LO PROVIDED ME/SME D06 NO DEVITHE SELECTION. PURCHASIE AND ANT FROM t1E CONDITIONS DETAILED ON THIS DOMMADIT CONSTRUCTION SAIVY AT SITE E THE COVIRACIOR'S RE$PWI$ MaY. (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NAIAD IF MODI IED. (B) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REOSTE11Fm ENGINEER ■ ARCHITECT 04CH WILL BECOME THE PIONEER OF RECORD (EO,R.) FOR THE PROJECT AND WHO WILL SE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. PN6MEEtt OF IiCORD ACTING AS A OELEOATED ENGINEER TO 7M PLEA. EMO EER. SHALL sueMr ID THE LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW (1) THIS (OE . SMALL EP�TIR DAIS AN ORIONAL SEAL AND SIOATUBL OF THE WgF�LAL DOEEN OF REC16, STORM PANEL MANUFACTIOND" LABEL SMALL IS LOCATED ON A HEADILY VISIBLE LWAION AT STOOL PANEL IN ACCORDANCE WITH SECTION 1709.9.3 OF rLORIGA BULDIN6 CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABEL94G TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE. Mg IPOO aKN� Wf[f Nq� .� 4 PANEL 1 INTO POURED CONCRETE OR CONCRETE Hallo mr:a now"_ `' D01D6E WMDAI BLOCK '. 6 ,V.A. ii. ao s mom. i � 1 I i �� ; 1HIA• / I � p ) tA•J Illj , e wT'. , aP 1 5 I T 1 I y OiiH f 'yy'AA 1 ha+p-si,MU•• 18j3 U, �- ( sDvjvnk W QAa i Vay..atw/r �3y1 iiiiii s I tpl2aLr yp !E E06uU 1 W sAe 1 MTL M B O s6T m 1 i141 ALE sE WE" 1 �WN sat m ' i/Rtia/a• r ao M• I lie t 1 r Na • y DBN 66UI • NGY TAOw 1 s LR.. i i HAISWM 1 10 aA� 7 I 1 • 1 1 Pan OT. 1 g R I ./ 1 �r� 1 ) G�ij A I`6 , i i+rf-� , Mat i-,�'4t 1!. 1!/.i � r t iO•. rY..) / i N IS M pB r j ; 1 �� .//jam -.// I T•L V -- g 1 i i■ m s n )... /. lj•YpaoaT/ry-i.�•-(O-�.I •, 7M/P tM /41-1Day.• m So ^ / lommR /!' 'v .IImaAETE K�a� , sL�1m r MWIN, ,.. Went RW1q a OpYW1 �/ C1�/ f � I"M , .•r.RR,yr -vows/ J % MAN I j10111 m w7 ,. f,' 7 7 i J % iPIQAA [� i--EJL 91x M fQ . 9A 06WWN�btl W+ •GAB T9 6 =' IDW , 0 • tY eG WALLM=h HIM SECTION 1 SORE 3K/II2ayy.,p•.�/QAmILL 9RC, N Q • - Q SCALE 3 t S tUIL >6 wODFIGNON9 Re6RBO6S NOR = NNE O NAIL a A► M N To Tooe' a t/(4 t 3/9.t• 4 8 �•- E a NASD. L r Q j{Ma `�Fp .. Ay-8y. Iamm4em T." m s. �•►: C.I at m S'0`tdb N<m Pm N N NNNNt11aY Nr ftleDR = No. 4441107 �+ O i FLORIDA WILDING CODE h V Nu one Zonal cocoon W, wrYO'Iw To S� AN, IS rmD TLmm PO ® I SCAU. 1/2' . 1' V N9DMIAT16I. STATE OF ='moo; '� co.DETAIL . mat ow a (y ma 9041xu som a - _ '•• 20 IMGE OALVUIIZW STEEL STORY PANEL HlRall 9! IL E C O EM6 PRorE M PRDDUM �' I N u s. � NAaM Raw FINDING NA.. MID NM, -IRA . N , II,-A•1 4Im s,P M 19m ti a7aN (9MMM-7316. CBS... 20-176 P£ ZNJSgNntIaVOOE OA-OEOI7/I NAIOI A A.. PL , _ 01YIIi0 �, - - l,R1Q N O m ^W ^W^ 'i'^ V/ N _ cu O VJ U QC O 'a C .cm Cu U '0 -� 0- C � M O c 0-0 O � O Q O a) �' O E L.L. O .N -a cn L O A`.Ev� O ^� //6.^u vJ C cE^i cN N O > N LL o r M a� o CM to L'•7 t'h LiLLI m � ry L7 L ZT N L ON Y CL t ON •- a u. 3 3 sa w w � � C VN a O a CA -- S `n cu CL O 6i U ■ B� ///�� t1/ cu LLI Q Z Z Q ^J L.L SHEET NO. SH 1.2 t_' _! I II rAeMtIY ASS. IRA. TION �� ill FATS COYDIT OM 41a.0. -75.3 70• OR I= 2 9/,r BOLTED • V. T. V. ,1Y. 2'W a 31Y +69D. -75.3 7d OR MLR 2 7/D' IOL1ID • a' 4 4•W • T / /P.-IOA3/« k WiNOw AT wmw t aox OF MNFL LENGTH A WOMAN S EW FOR E 0..3 ,•MA APPLICABLE t0ASA AC,, •�•1Y OF T EM MOMM Pon IM3OIH 1' (RAJ PRE13URE • Ll.at= TAPCONS CIEA-M PNQYATE FORE o PM6/MIE FUS m iXIIILROE 19 DISCRETE m 1:011Gi1E BLOW m IXAIaE7E m ca4waa 12* MIA 12' N/A 12" N/A 2 N/A t' 4 2' (TOP) 11• 3'• 10' 3' S• a 5• 4' ' �O'') 12' 3• 12• B• 1• 6• B' d ' •) 65.0. -15J N/A N/A N/A WA N/A N/A 12 I/r T1' 2' (BOTTOM) 70. OR LESS T N/A S 1/2" N/A 4 tf2' N/A 4 1/Y N/A 3' (70Pj 12' N/A 12' N/A / 1/2' N/A / tn' N/A 3' (BOTTOM) 11• N/A 12, N/A 12• MIA 121 N/A 4' (TOP) tY 6' Ir 9 t/Y 12 11• Ir It" 4' (BOTTOM) • LWU To no W. A.S.D. DESCH PIES51Xi RATION. ASE OW X FOR ANCHORS TYPE k SPACING /tt* WAILLXOO WM OW ITMl1[ 81ADMD. ARGUER 1PYM" AM umm KOK owmcE ME Imam OI THIS Mam1AL FOR Ea LESS DAM EMOM ON SOYDME MUCE ANIMIST SPMCNO K YU1RYea wom imm OM 8CHMAE W THE FOLLOWINGCACIM FOR THIS OP[RIDIOM m E FNABML REWL'M WOM O EWO Ingo FACI011 SHOU HOf E 1E86 T411 11I1W1R1 SOATWI6 RRICARO FOR OIGN HONOR "K A 1M[ f/4h MIST 1/4N 1/4% IAFOaI lWWa ILL Omm GNlaa Do 3 3 ) 7 1n slFwHlWlat Oa.wY 61L4 R' • If Daa rH ala DU 3 3 3 I 3 3 ,n 3 1/1 4 AM& rA on IBe1011 i 33 - As ,AW m l l IJD IRO 1 + REM ME5 MOO. Damon BETWEEN BOTTOM OF PAPAL I AO ® TO BE: I/2' TYnRI� I 1 ++ ROWAVS MK 06MXCT BETWEEN BOTTOM OF PAML Am M To ev 3/ir 3/Td MIS.. BULDING COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 •----- -----_._.- -__-15.125•MAL -..- 121.300• (FFFIECiNE II4�m.0fA' C,__.�_._.__.6 I/4 (IMP.)--- __....-_..y, j {'A J74+,•--` LAID• 750" To ai a 66, IIIDj'r /.. a 12 tn• aG 00' .765`."r>; "+-. 10' DIP' E REVaata♦, Res• .e4o• (`� TRACK .ZsO� ,• tiiFM o BmTiW41f14LMALD STEEL 6�-�-._rE FDCE SLUAM E 00 Nu TYP. .260• OBIS � 1.01Y -al� i 2.12s' .-_ ORAL EWE A a-= qlV. 4B © STORM PANEL r --- -- ------ - ---- J7s '`tTw.) 1.350• T.366•...- OCTAL A 1-.f-- i--- 2000•- on $ RIOWE owauIT a/ID,/2 l[D� -2.3Br D OD AT LEFT WE OF PAN¢ 2O 'N" HEADER O3 "F" TV i O4 ANGLE WM STUD ' PANEL GAA°LVM4- (MILS.) L F/rmn Do LAW MOANED fDQ ( - Pula • MOST lO.OS' �!11330• - 1 W7. SAW -'_____2'•3•t'�Go. 1•. _ ISOMETRIC Y(NCW DETAIL A �i33'T- 9s� 270' '►wa - Z'rJ OR ROUNDED CORNER a ENDS OF PANEL'S I_. 2J70' -^ ENO UP W/ KABAED EDGE f • ABL LEND' L-,i'-_ ,Nt2S1. .t2d (NT.S) 370• ; _ 1 .001• o9r J O KEY HOLE WASHER F � EDot PaEL 3.7x• (TYP.) - 3105-Hte4 ALUM. ALLOY ©KEY HOLE AT PANEL 2.1l4' -SE SWEET 6 FOR ADDITIONAL r .750•..- d13' UYRAIM F SLEEVE IDIOM a 1 LOSE• � 12r OWN WILD FOR INSTALLATIONS INTO O SLEEVE 2 118 1 (1YP.) WOOD STRUCTURES. 1280• � J7•• NAY I CY/STY I - R fff- L130 Fi ,%• 3710- j` - i t � 1�. 1.000 R a4oT., ---2.540•-- ,al1d (TYP)• ! •.o�o'r O7 REV. 'N' HEADER U. HEADER - L + t75W tT�wo) -I• WN m r Md. ® SL.EEYE �1 s MAX I ODD 1 s.00D----r-, soe' N ® „MCI 11 RJ' TRACK i© PANEL HANGER .SF4• •xA - FOR y4' W57OR .JAM .$• '• GEN (RASE ONLY STE FEI1 E-2 NANO S. ALL PANEL I .311' .ID6` , �°• ,470' 275• WN.-�j V SE• '.;! SYSTEM) Bo63-t6 AN.UM. PLOY AMU ) e t.671" 2oW' 1_.T.. + s t, t- .e o• 1 i ND. 44167 S FLORIDA BUILDING CODE Non ►N h Wteet F u we Zorn BID,_.. 7 GYP) '' � 123' iNH ,4. Or.J FA STATE OF a01p01+uRoa HG 24 GAGE GALVANIZED STEEL S►M PAMD. I- 2D00•-- -SEE sEcnorLs --,7 F /1r IN/1//lEd L. 1L E C O HEN:. PROTECTION PRODUCTS. Etc. ARE. 46d LW. 6, low '�• d`/ ..li e.�.1-{'i. IM-MaNm . PIIOE� D6a)I�7sa W W, e64w,-. FP 20-175 1® BUILD -OUT Air � BUILD -OUT wr TRACK ©t ® �LERED�WINGNUT P= � � �+ Pv L ,�� ter' "moms N CONCRETE ANCHORS 1�EET5 9 iFFWGRM 10f: RED Mn SEPARATI TO m GLUT SEE SOMID ON SHER �J INSTALLAIJON DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK ALTERNATE CONCRETE C1� STRUCTURES AN04MS LOOTPCN SCHEME ON EOST9O POURED f7TFNCPETE SamB 1MIpIDN 10) CONCRETE BLOCK'-__.-._. REQUIRED. TDUAtE LED LOCATION f REQUIRED. CMCRERE AECt10RS SEES9THE GHI SNFEIS B fls10UGI. 1 COORETE ANCHORS f / 1 f,•" SILL W/ 1A2 --J _• 9HIEE.iTS TNROtMGX 10)-' IA.r I-�/!Y-P.,�.._..__.1 Nau9 F.D. , ,, (... .. 1/a• oc A Abe a�D n v MO. PANEL LINDEN TSEE SGIEOULE ON SHIM 3) 36X OF V MAX, 0 12t/Y (TC, lj i E OF trALL M SW (ACT. t:ONDHION) CONCRETE ANCHORS , SHEETS 9 THROUGH 10) CmLm SECTHM 4 SCALE 3/Mt O PO4ELmm UENGTH i -• It ' (ON SHEET 3 1SEPWYM t (a) FIR. TO I ON SHEETS (SIDE SCHEDULE pMA,6. 1 u I I OWN 94EET 3) -- wFU9awAHa �•TkACAe - -SWEET 3 T pR MYIw6 1' Yd. IRaR1BDIY{') PAN E LENGTH (SEESCHEDULE �i/. A�WM�aa F� - ON SHEET 3) OF L MX. { 1 sox / SPACER IEHGTM I OF r 10) 1 No ..__ av-3otNOle eals sic ABCONCRETE ! ANCHORS C I _-__ I A,LLJI (9ff SCHEDULE ON SHEETS 9 THROUGH to)12 1/0- LONG WX. A.URHW SPACER6 e 0 1/4' O.C. VAO FOR I POURED ALL DESIGN PANEL ICRETE BLOCK CONCRETE BLOCK REQUIRED,DDL LOOTHS P[R SENT ].ON 11 MAX: LONG ALUMINUM SPACERS • 12 1/Y O,C. (SEE TABLE (1 ON MEETS E A, m) W��O�G����A�E SOME 3/0-1- INSTALLATION DETAILS FOR SERIES 2000 At 1000 E-Z HANG STORM EANEL M i INTO EXISTING WOOD STRUCTURES 1/4-4 LAC SUM S r D.C. W/ 1/41 LAG SCKXR.6. Olt W/ `�.� 71O1UOED PDETRAttON m ElOS,1HG VOID HFAOOI. I`I', (3) W. r.a• wow NEADOI woum 1 t/2• 14n 1MFAOED "NET Tipi _/ FLIT OR ON EDGE m EMMIM 10000 NFAOFJN. L. • C..6 N14.1• SA-S - QOWN. /I4.1• S.MS. J t.+: FA DO Or (� ' ` S u Oo of 4D ^ • y Y { -` L` isEE DUAL 1n4 k ; tr i �i 1 --1_._ t 4Y-10.3M•WAMAS3Y YS w /6'A3 � t 4•0 LIG SCREWS O b• O.C. W/ I IJ/ n"I aMMA= w�MMM NOT[ 1A SFLOW -OWN off -6 (w))N ,� ./16• OE ImTlrAT® �• 4 C'A /tat• ND O wFA 010 D< 7 ryrH // / •r Z OCTAS In4 A SEPAMON I 3 Yi1MYh MS•M/1/9':.3/37' m' I WwnIG NUIie 79 'ro'PY`IU{ EVVIV1MfOVER ly EtR1n aVERW LAP it 8 2 1/.•.- 4' - M/ �.: ly 1 .WYmPl rt PLUS "LEw/ N NUT 1 I A •NOTE�IA1{� �MIAW) QLPAED - )� iOETMTAWS 12 1/2' O.0 �� II 1/4 Mn TiptAQEM. dv-]SCPM SD ►ERAC111ATMON O j6j2 y ' oT PLATE AT $0013 =0 O* FLO OR ON mu SD4•1+-10 RANELMTE Pl1a w/ . PENETRATIONS 12 e Iwo MA. (2) Y.4• W&L1100D ^An amuaED ALTERNAME 2"W FLAT OR ON OMCI St/LE 1/4'.T' AMRNATRfE 1'1N SCALE 1/4-.t• . I IOIIY 1. INSTALLATIONS ARE OAT VALID FOR SUILONGS WITH ISO. DES 4 LOADS u VP 70 +48.0, -M3 Pat AND PANEL'S LOOM UP To 51-1w 2. FOR NEW WOGO FROM CpCTRUC110Y. WOW YEAIS[RS To E SOUTHERN 8 . PINE ft. 2 W/ SPECIFIC OE161M OF 0.56 OR EOML NQUE-M 11E� pad v 10OD ii �Otl W -,Fp �°°"DI AT D C wotl0 hO'°D' �Ot�D s ALTER"I' VE TOP HEADER WOOD FRAM HOP !BOTTOM IeLPRWIoS CW R WHEW® ANCHOR LDCATIM IN ANY SCULL 1/4' . I• rMY ro 61Ar ANY Rd7NLHON. NOT:: SNUTNR TWOS NOT SHOWN too CLARITY �,�.. �cENSF �•.•r No. 'E3•. 4ffV-"- STAI OF P= 7 N,r wt SEPARATION To QLASS. Yo.J If m _1H' L_-J 8 I7XI H a- I'NbTE M BELOW) 1/4'4 LAG SCREWS • r O.e M/ ,n• IN, MREADL9 PDETMTIOM PLATE MFALRfeT FIAT 4'P LAC / 9c1Ers . 6` O.G w ,CR WD WQO HEAL PDETRA1gN MO,DIN IEitOEA. / 7/8 wNG NP • 1 O.C. OWA /fat. SALE. -� • OL ETD OF iiK E+VII NM DETAIL 1124 4 TSCPARTON- TO C/A8. I ,/+y-per/+• 7 Awr3Y EOS' D,ER P 3 C.. ' r jj eElalo 1,r D.D. 1/460 LAS SCIEIF$ a 6' M (�PSI) p• > ,n' YM oNAFADED PETN7MTIGN ♦ Ym1O1N 11AT AT OR W E GEA1E0 E BUILD OUT 11121FMG ALTERNATIVE 4'W SC/JF 1/4•-t- IU09' 20 GAGE GALVANW STEEL STORM PANEL rr. DAIr, N: GLOBAL PROTECTION ten' O7 O L E�C 4XOD xr. s, sIRMt PION[: OWL III. M, (WMNM-741L rM� fga)IbP-oA7 b s Ii 11111.IH 4MDIA A Atr 20-176 RATINr. Nr. Dma '�" 6NIVI aY4 3L1tI,„ PL T MOT N OF Is XIIMLftd A.S.D. DESIGN pREMM RATING Inj0. AND CORRESPONDING * HUM SHINGLE P EL MATH 'L" SCHEDULE ONLY FOR REGULAR STORM 2/4 aINSTALLATION INTO POURED CONCRETE= CONCRETE BLOCK A WOOD ^ (t) 3` MAX__ cHim M--- 1• WIN,SINGLE PAKI-Q O AT TOP OR BOTTOM E]m 1w TRACKS Q)-( ® • =B WITH teAt'JES L'3) OB • (�F,GT IMOVN7FD At EACH ENE+ D.M.. 2Q. O• 4 -I'r - r T MAXIMUM PANEL LENGTH -L+- OR -L-" (".) 0 MA,ORM ASD. PRESSURE R SING CONCRETE ATWOOD •OUA�• f F3.o ff'-O' If'-r .SILO asb FD'-NO• 10'-0- 400 PO'-F• s=4• 410 01-8• V-91 Sao S'-f• r-41 me d-r s•-o• Rao D_r r-r no Tao 7'-t• r-o• 7so r-a• D'-To• no 71I• r--F• no r-o r-e TOLE 61-01 D'-r no 01-9• D=o• 1fD.0 D'•3' D'-I1' ro!•o t'-a• 3•-9- rfao - s•-r rfes s-a• MAXIMUM PANEL LENGTH AL+- OR -L-- (ft.) 0 MAX01W A.S.O. DESIGN PRESSURE RA11HTAILATIONS G CONCRETE k WDOO BIS t an0 /1'-4• 2a0 Pl•-lo• t7'-r Jab FI'-e• ro'-Y =a to` -to, r-e- 4400 9'-D' Y-t' 4&0 I•-1' e'-r sao e'-Y s•a- S&O, e'a' T-I' Sao e•-o• r-e• no T-r r-2• lab T-b' Q'-NT' ado 7'-2' Sao r-o• 11-13- no Sao %O r-r b'-fb• two r-a s'-r faXO 0'-3• 51-41 rroo - s•-r• naif MNARXI SEPARAIDN TO MAN SCHEDULE MAX" PANEL w9NO SPEED 4 170 mV.N West SPED 7 170 TLPA (h) U411LS11MIfIED Rmnva u lR4IaS7RAIff.O IESfRAIED 30 M LESS 1• 233 70 90 1• 7 1/2' 7 1/2' .90 m 145 ,• ,• T in• 7 ,/:• 1,145 10 IIU 71/2' NEYIOIIl64 P•Mri 1 FMRTM (1.1 C(10 • dVEM MAUI4TIM2 COMEWI'm TOP BOROM DIRECT MOUNT T' HEADER •U• HEADSARGUETNV1gt 1.D9' STUD "r •F- Ta1MEOK W - DPW MOIL 46• 32• 32• 35• LLS• 50• SO' 4 t3'Xt.5` AND AWAE 367 32' 32• 32• 42' 36' JIBS 6 r TRACK SS• u' S2' 42• 57' eo• BO- i W s10E 50• 3Y S2' 7e' eo' S6' Sd 1 50• 32• 32' 3B• 60' sb' Se �1 /4. 3/4. 4/5. S S A 6/5 1W/6. 2W/6. 3W/7 t 4W/7 r WAX -----'----._.---'-I•'1' TRW.-1 e it --i-Z-r-rZ-T-r-I- T ©'@or tH UNBOLTED PANELS - - BOLTED PANELS W/ 64t (SIDE SECTIONS AS (SEE- S M.S. BOLT W/ 4 G OVERLAP 1 $ .to MAX i-.-_�_...... 3* VAX WN' 1 LOL 1/4. 3/4, 4/5, 5 5 ! 6/5 2/4 1 WIG, 2W/6 3W/77 t 0/7 ANCHORS (SE SCHEME ON SHEETS S. So i11).. REGULAR STORM PANEL MI ELEVATION 2.M7' N.T.S. //4- Met. GIP tl DwL OAXV -N "z W9ILY) j .,A . •-� SSE9I0IN A -A MOTET, (1) M: MAO M MICWME PANEL LDOM FOR A GMEN POWM ASD. OEM UTAD. L-: MAC ALOOM PANEL LDOO FOR A GIVEN NE6TM ISO. DESIGN LOG. (2) PROCEDURE TO !DETERMINE M41aRM PANEL LENGTH: GRAN A PC61IAE ASD. OEM LOAD, OETONK MASH P1ML LODnN 1+• FROM Sol GIVEN A NEGATIVE ASD. DESIGN LOTH, BETFRMM MOMW PAIR UEN0114 % FROM SO' FINK MAXIMUM AMDW AU PANEL LOSM a WUAL To THE MIMM DETERMINED NINE L BETWEEN i4• no 1 •. (3) SE SCHEME FLOW FOR MIN. MM LENGTH POT PORDSEIYGUA nGATm r OWWAATWZ INTO WOOD ARE UWM TO 1 95 P.4.1. MAX. ISO. DESIGN PFAMM RATING s, 10 k 11 FOR MX. AS.R OE310N LO05 4 MAX. PANEL LFNDnIS POR * ,' $o n ��• V S / .44167 z * TAwTE of * oRIG�• j1\r� �1 +-'EFL • • 6 - kA o ma TRAM INC. I L E C O Iro. N- NIP. 4 i 14 a1W aN�L N ilr �• • oIR � »OIe aT,-Io. rrua ATwrn%) Pt 24 GAGE GALVAMM STEEL STORY PANELowm ' N. PROTECTION PRODUCTS, 'LISam "O F.ar DIIjF6F-Tw Im. wN4X♦tt-TITHE BN/Dnd• am. 20-175 DRUM ft r wn 1 r to INSTALLATION DEIAILS FQR REGULAR PANEL (1) INTO WOOD STRUCTURES YIOOD ARCHERS m GLASS. Ail f. SCHEME (0�1/ SWEET 3) ; T/+pw7Sn• w9C1H)DIIE on1-1N�AO i:I i _ tlH1,,LOI ONA Y• Not, PANELLOOM WOODSAM ANCHORS_ SCHEME Ii I�rI .- ON=IFOcm I-3CN;OAf ON R T. I SHEET 11 om. _ i LENGTH _ WOOD it .1 �ADEB. 1 1 I ' EO f REQUW �SJ EDT 1�V MAX LONG -ALUMINUM 121n. ' ITABLE I II ON SHEET 11.) 1M. ! i SEE NOTE •" FLOW FOR LMRATON9 FOR �4 1���i ►A7t ' I{.._ SEPARATIONI , ,/x' TONG SLEPYES 'L• •i OASIS PANEL IENGLM 1 j • I 1 (SEE SCHEDULE 1 SEE NEELAH (SEE SCHEDULE . i ON SHEET 3) i i -PAIEl M1E Ft7YAE ID M FAtEL RATE tON Sr -::. - --- ON SHEET 3) i - /a•P-D.I• � • . _ 1- _ ) i PLEA (9E SCHEDULE ON A#EF ,1) .1 �_/L�Aa 11 ; aIWaII IF . I SEPARATOR WOOD ----T1.( CU145. ClAB N EHEDTAE1 PLATE REQUIRED T 1 I j ON SHEET 3) 1 1 j ; ALTERNATIVE 2W' GME 3/S-r Nil ► H - .(1 'Su; SCALE, \'J r FOR . PANEL LENGTHS k 1 1 5H L .�- ei 2Jl/Y o.c. MAX TANf. DESIGNFOR INNS LSEE A§�o LOADSLLOADS INST ATOM. 1 I OF V EO M 1 v YAM. _ � 41111 12 1/2- 0 1 ._ WOOD ANCHOR$ *NIP YO1G _ I I . Si W/ 1 own W*M M We WE I t /Y LOW F: )t f SHEET 11) (1) WXKL XW a ENDED m A GIBE MM M AM URN IS-r 1 ,ITS: MAX NOW MW MB01O tnr a A NI POM M ROIL AW 2•A4• W000 y I i t - I NXaMbe LNtlEM OURReHRY ImIFB a fFatr 1f). `. PLATE REQLA .. /i MOOD ANCHORS i' YK BVARAHON m aMt IN01m7® \ ! 3 2jA• W000 , ..L' DO 4rE„0R6 oDID TaA OOWPaIOI M Q.yp, YM:. FOWL a a !' I STAACDTFD w/ STUD yW � (SEE SCHEDULE ON 10 MM WE AOLLONDRSOtOJm m , 4' I - PLATE FE9UIRED /AY MY[ qR3) AMLL R lItOED MRI1M A 6 H/P O.E sHEET 11) DOIlIOD Ink I1QT I[MIDROY FR011 11 In" aG. lMOIIO NNAl1ID GN _ 6CM 'I (I) G ND. -eb-e0 Y,. j 0 (3) WA 24 O K Rib. LDOTN a HIED W M' A AN DPOYIO � FORM LOANS P M: Loma AIOI ON DD REWaRM SIfM IeICIN • s�fO101ailL ALTERNATIVE 2W (411 IRA M WHFO9 M 1WN ON N 61 GN UA W DD gym ►AFL somumm a OIBY . CDLV INro AY oowm INTO FWM WILL SCALE 3/8-1 win Z B4tAL{A10M . 1 1 IDIR BI1001 M A m ALTERNATIVE I WINO FOR WM m 1. 1 3 AB OtlrA®p ASHY e SCALE 3/3-1" (4) IaWLaOT we OILY Fa, we WA aOSTAlEMIa AtO THE OQo iTRH LaP101Q O THE ROADA OOIo 1. 1 k 7 MR AM E I ,fM-4K 3': ' �CEN MOTIFS: %% FLORIDA BURRING CODE Non High Velocliy Hurricane tone 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. Lam wm TIC. N. NOTE FOR (;,OIEBWATNON OF SECTIONS: DESIGN PRESSURE RATING (P.B.f) AND PANEL LENGTHS g * �' 44187 •: 24 GALE GALVAlptED STEEL STORY PMIEL, ns TOP AT BOTTOM MOUNTHNGS CAN E AS PER SCHEDUES ON SHEET 3 (EXCEPT FOR - q * ' Sirs/1Nn6M COMBINED tN ANY WAY TO SUIT ANY ALTERNATE 2W) i y1. SU'TE0 IL ECOIMe. GLOBAL PROTECTION PRODUCTS, LLC. I,ID: INSTALLATION, s • A`70R10 r A 41m S.W. a slum 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 GZo AA F, E r TM A A c'RE• FL 133u 20-175 MEA�ERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ISj ••••••..•�1 N..a• 67ID�"Is m-1- P1.ONE: p1I)B�-T1Ma rnls ON)ow-M DOWN OF 0.55 OR EQUAL. iryryt rA-oomlo wro w a11.7FR A i- HALL swn 6 Of is AIMn rw fYIYY k �2 M611S �W WIaLRA, (C) to Ot147R/o rim !NIL_ gySLT_ O - D.55 WNW. 1. STORM PANEL SWIM, ON THIS PRODtR E19LW7ITN DOCUMENT (P.LO.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDMIGE - 1Ja"t TAPCON ANGERS, AT MHFACTVRED BY I.T.W. 6UILOEX, INC WITH THE 2020 (7M EDITION) O THE FLORIDA SLAI.OWo CODE THIS STORY PANEL WALL HOT BE INSTAUifN AT H2OH _ If14-10 PANELANTE FEMALE IO MID PAELMATE PUTS ANU10R5. AS MANUFACTURED BY ELCO CONSTRUCTION PROOUCIS. VELOCITY HL"WANE ZONES -WOE / BROWARD CouRm). - ,/4'0 LAD SCREWS PER N.O.S. DESIGN WINO LOADS SMALL BE DETERMINED AS PER SECTION JOB Or TIC ASONF MENTIONED CODE, FOR A BASIC WINO - 7/I410 . 5/3' WOOD BUSHING. AS DISTRIBUTED BY ALL PONT SCREW. BOLT k SPECIALTY R7. SPEED AS REWWID BY THE ARISOIGTOIN IWBXE STORM PAPE1 WILL BE INSTALLED. AND FOR A DWECTONWIY FACTOR KO-0.05, USING ASCE 7-16 AND SMALL NO EXCEED THE MAXIMUM (ASD.) Oesm PRESSURE RATXNOS INDICATED ON SHEETS C1) MINIMUM THINEAOED PENETRATION INTO WOW OF TAFICON ANCHORS SHALL BC 1 1/2' AND 2' FOR ELCO PANELANTE PLUS 3. 9 THRU 12 At 17, IS. AND PANELMMLE FEMALE 0 IN ORDER TO VERILY THE ABOK CONDITION, ULTIMATE DESIGN WAND LOIDS OEFFAIBNED PER ASCE 7-14 SMALL BE FIRST REDUCED TO ASD. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 06 IN ORDER TO COMPARE THIEF W/ MAX. (AS.O.J 02) MINMIUM THREADED PENETRATION OF LAG SCREW. INTO THE WOW FRALE UNIT SMALL BE 1 1/2' NO TWWADM DESIGN PRESSURE RATXIS INDICATED ON SHEETS 3. 9 THRU 12 k 17. 18. PENETRATION INTO STUCCO SHALL E CONSO04M AS PART OF THE ROOU RED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS RED. AS if$, WERE NOT OVER STRESSED, A 3AE NOWA5E IN ALLOWAL STRESS FOR WEND LOADS WAS BODE USED IN THER AALYStS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) M"ML14 EDGE DISTANCE OF LAID SCREWS, INTO WOOD SNAIL BE AS WDCA10 IN THIS DRAWING ACCORDANCE WITH N.D.S. 2018. STORM PANEL'S ADEOUNCY FOR IMPACT NO WOO ROWAMM HAS BEEN VERIFIED IN ACCORDANCE *I/ SMIN N 1600.1.2 OF CA) WID11M PDEINAIfON O WOOD BU3H6tD SMALL BE 5/e'. E/4' 0-2o SCREWS USED 4/Ll BE , 1/2* LONG MINIMUM THE /ROVE MENTIONED COTE AS PER AERICAN TEST LAB OF SOUTH FLORIDA REPORTS P0014.01-01 AND 00219.02-00. AS SHOULD STUCCO EXIST. AM I' UM4M FOR WALLS YAM NO STUCCO. PER SSTD 12-99 A ASM E 330-02 STANDARDS, AND AAERCAN TESTING LAS SOUTH FLORIDA REPORT 11123.01-10 AS PER TAS-;I AND TAS-203 PROTOCOLS. NO AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.5) IN GLSF THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. S7Ui :'O M WOOD 004406 BE FOUND ON THE EXISTING FLORIDA BUILDING CODE WILL. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTUREBEFNNO SUCH PANELS ANCHORAGE SMALL BE AS MENTIONED IN C 1). C2) k CA) 2. ALL ALUMINUM EXTRUSIONS TO HE 800-15 ALLOY AND IEMAM (UNLESS OTHERWISE NOTED). SEE 94EET 2 (D) ANCHM SMALL BE 061*10 FOLLOWING ALL OF THE RW4bRO6MnMS AND $PEgnFAFMNS OF THE ANCHOR'S MAHtFAMMIL 3. ALL ALUMINUM $MEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY, 0 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL GUAM STEEL AMU A-653 GRADE SO MINIMUM, 0-80 GALVANIZED THROUGH 5) EXCEPT THAT MIEADCRS 'O A(D POLL NOT BE USED. STEEL DESHXNA11ON W/FY. 922 NPI (AFTER ROLLED). 9. IT SHALL BE THE RESPONPBX M OF THE CONTRACTOR TO VEBSY• THE SOUNDNESS OF THE STRUCKINE MIME BIBRTER IS TO BE 5. ALL SCREWS TO BE SFAOI ESS STEEL 304 dE 316 AS1 SERFS OR OORfOSM RE!PVUHT COATED CARBON STEEL AS PER DIN ATTACHED m INSURE PROPER ANCHORAGE, THIS SNIREW SMALL ONLY E ATTACHED m CONCRETE BLOCK OR W000 FRAHIE MMLDNM SWIB W/ s0 A M YIELD STRENGTH AND 90 A. TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BMD0G CODE SECTION tat t.3.3.4. 10. EACH REGULAR MM PANEL RTH LENGTHS OVER 90', AS PER SECTIONS 1, A 4. S. 6 AND ALMO"I E9 101, 3W k 4W ON SHEET$ 4, S 6 k 7 RESPECTIVELY; SHALL HAVE A ILGIE[ AND READILY VISIBLE MABLSIIG INSTRUCTING OWNER M EFFORT TO 6. BOLTS m BE ASTM A-307 GALVN4ZED STEEL M A'S 304 SERIES STAINLESS STEEL WITH 36 km MIMUY YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURR"W wARMC. 7. ANCHORS TO WALL SHAM BE AS POLOWS It. THE INSTALLATION CONTRACTOR IS m SEAL/(iMRK ALL SHUTTER COMPONENT EDGES WFIgi RE:IIAN11 N f`.Ol11NUOJ5 COTTON WIN THE SURDING TO PREVENT WIND/RAN WOUSION. (A) To EXt5TS4G PORED CONCREE: - 1/4•0 TMCON ANCHOORS AS YANUFACNIF.D BY I.T.W. BUIDEML INC (Mn, rc.3142 PA..) 12. STORM PANEL INSTALLATION COWRY WIN SPECS ItNOMATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS ON W - 1/4. 6 . 7/0' CMX M AWHO S. AS MANUFACTURED BY OEWALI INC PROVIDED BY THE JURISDICTION WHERE PFJI•rr S APPLIED i0. - 1/4•0. 3/4' SOUD-SE7 ANCHORS. AS DISTRIBUTED TRIBUTED BY ALL- POSCREW, BOLT A SPECIALTY CD. 13. (a) THIS PRODUCT NALUATpN DOCUMENT (PLO.) PREPARED Off TM DiMNM IS GENERIC AND DOES NOT P0061M INFORAATION (WIN rc•3ODQ ".0 FOR A 911E SPECIFIC PROJECT: L0. WHERE THE SITE CONDITIONS DEVIATE FROM THE P_ED - 014-to PAMLMATE FEMALE 0 k PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4.0 ZAMAC NO LIN ANCHORS, AS MANUFACTURED BY DEWALT. INC. (0) CONTRACTOR TO E RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LSE SAM OF INS PRODUCT SAM ON THIS P.E.D. PRWIDED HE/SME DOES NOT OEHWE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. A 1) MINIMUM EMBEDMENT OF tAPCON AMIa1oR5 INTO P0I111ED CONCRETE SMALL E 1 3J4'; 2' FOR FLOC PANE1.W17E AND CONSTRUCTION SAFETY AT SITE 15 THE WNiWAOTOR'S RiSPONSIBWTY 1 3/4• FOR ZAMC F%LN ANCHORS. (4) T PRODUCT EVALwnon ooaNMENT WILL BE CONSIDERED INYALD IF MODIFIED. A2) CALK-N A SOLD -SET ANCHORS SHALL E EMBEDDED 7/0' INm THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL E PERT rO. E/a' 0-20 SCREWS USED SHALL E 1 1/2' LGNG MM" 90" SIVCCO EXIST, (4) SITE SFKGFC PROJECTS SWILL BE PREPARED BY A FLORIDA REGSTERE'D ENIGMIEER OR ARCHfTECT WWM WILL BECOME THE AHD I• MINIMUM FOR WALLS WITH NO STCCO, AID MAT' E LEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. 04PREE7t OF RECORD (E.OR.) FOR THE 1•R01EOT AND WHO WILL BE RESP07rSIBLE FOR THE BUT WITH WNNC NUTS PROPER USE OF THE P EO EN61PIEF,R OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OAWINGS FOR REVIEW. A.3) IN CASE THAT PRECAST STORE PRCCAST CONCRETE PANELS, PAVERS. STCCO OR WOOD BONDS E POUND ON THE EXISTING WALL ON FLOOR, ANCHORS SWILL BE LONG EIDU(RI m REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (a) TBS PER SHWA SEAR THE MITE AND AAL SEAL AND SIGNATURE OF THE PREESSIONAL IT ANCHORAGE SMALL BE AS MENTIONED IN At) AND IN A2). ENGINEER OF REIXNC THAT PREPARED rt. (0) TO EXISTING CONCRETE DL_DOL WALL ASTN C-90 14. SHUTTER M04UFAMW-WS LAIEL SMALL E LOCATED ON A READILY VISIBLE LOCATION AT STOW - I/4. 0 TAPCON ANCHORS AS M•NUFACTUED BY I T W BUIDEX. INC. PAWL SMIUTIS N ACCORDANCE MITE SECTION 1700.9.2 OF FLORIN BUILDING CODE. ONE LABEL SMALL BE PLACED FOR EVERY OPE7WO. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE - 1/4' • 4 7Je' CALL -IN A7KI40RS, AS MANUFACTURED BY DENALI. INC. FLORIDA BUILDING LADE. - t/4.0 X 3/4- SOLO -SET ANCHOR$, AS DWRIOUIED BY ALL POINT SCREW. BOLT k SPECIALTY 00. - (14-10 PANFLMTE FEMALE 0 AND PAMJIAM PLUS ANCHORS. AS AYWLIFACTURED BY ELCO CONSTRUC110N IINN - 1/4• • TIMAc NAB1N A1IIOIOHS. AS MANUFACTURED BY OENALT. INC Ep A. T//A, • .'lr B.,) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND 2AMAC NIYLIM MICNOR, INTO THE 'r9 FLORIDA BUILDING ( High VeloI Hurricane Zone) MOCK war SHALL E t 1/4• > M,v &2) CALX-IN k soup -SET Aicimms sHAOL E D eam 7/r Pm THE coMoRETE BLOCK visit. N o Er a %,44 7 aDao nTAm. Nc 24 BALE CALVAIIM STEEL S'I MM PANEL �'O, STUCCO SMALL E PERMITTED 1/4' e-20 SCREAMS USED $TALL E I 1/2' LONG MIpARM STETTED ZrBCjO AND,• LMIIY1111 FOR WALLS ViN N0 STUCCO. p. 1705r, * �pFMLF M.Yp sTaT); - L PROTECTION PRODUC.W UjC. INMpI�L� S-CH - I0EC- '3L'•. 0.J) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, SI1= OR WOOD WAAOs BE J2ORI AP. a EXISTING WALL ANCHORS SWL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH P s+ 6• n'•".,. qqN" rW p'•i •p•1- ngMc BlyFer7ygL EAt (IM7WF-q7 2G-ITS PQuk��I.NAL ANCHORAGE SMALL BE AS MENTIONED IN 9. 1) AND IN B.2). '•A1IN14H N Pt AAyLWWU1L/pY[ A iSM Y. PI. ' •• WICF H of to CONCRM ANCHMS (SEE SCHEME ON SHEETS 0 THROUGH 10) CONCRETE ANCHORS ♦ _ _-1_ (SEE SCHEDULE ON : I_..._ SHEETS B T,IIIOIIGN t r 1 -i to p CD ( y� JAL ,n• i ,('nl I �,• W.- �iE6 LOR/1TON AL7 CONCIIETf_, vbuRED CONCRETE ANCHUM OR CONCRETE BLOCK REQUIRED. (SEE SCHEDULE ON SHEETS 9 THROUGH 10) 9raLE 3/s-r BBiiBBBMT :.... - 1• Ltd. 1 PANEL LENGTH .. (� SCHEME SOS SHEET 3) OF Z' M{1)T, WAD Oft" OO TOP mIm611 I. is Rs W/ MRR ru am SHEET H E.O. E REEO RM. BLOCK t 1 H 1 V MON.M L. T PANEL LERG (SEE SCHEDULE 1 ON SHEET 3) I I I 1 1 SOB 1 1 MIA% 1 1 1 -. ' i T ,n• ac ; I mm O CONCREE ANnaRs _. BrAo6'ERED w/ BtuS gem 9 THROUGH to) (SEE SCHEME ON 11EOIMREDI. • _. __ S ,4H0 e Oz CONCRETE ANCHORS (SET SCNEDLAE oN SHEETS 9 THROUGH 10 7� Eb; • W. TEPPARAITION t• yd, 7 tSfE SCHEMEi Soma TO GLASS. PAWL LENGTH an ON SHEET 3) 1 1 T ' 1 1 111 f,./✓,G` ED. �j t. rE ARMORS tEOA.F ON 9 T1IIOIDN 101 DR CONCRETE BOCK REQLOM. i �yi:•T.11-� INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD J. ALTERNATE LEG 4'.B' (IAn.) EJ05TIN6 _--...• HIS-__. .l-ZbCATON REM RZOLARED r' . ADMMCY OF EXISTING WORD / ! KAM TO E ttRTFED BY E0 T REI;TSTERED DING OR . ARCHITECT PRIOR TO SMRlTTER U ,- %` INSTALLATION. r F - I�000 NICHW6 (SEE sCHEDtILE ON ALTERNATE WOOD AMJIOR$ _ (Sri ScHEIDA E M I� 1' w 1 41t• IfJt IFR61 MAD % j FD- :. - taAMO{ to loa a SWEET 11) SHEET 11) hM v AI FP J• -• T 1/2• L_ -_� TWU. T -1 \J A •', BIN W • 9 1p• ¢c GLASS 1 1 ' WOOD ANCHORS - {2' 1 (i�TSG�DUE ON i MAT, 1 1 � I(SEPARIQMMIioFM Y I GULSS.(SEESCHEDULE 1 ON SMET » -; _ w r I 3) -v LENGTH 'LSCHEMES ON Sm (H • L - Ifs 9 10.A W � PAfEl IENGM 4 (SEE3E on SCHEME (PANEL SEE SCHEDULE EX ON SHEET 3) 1 1 I OF v a 1 MAX MAX. ' a 12 1/2. O.0 NO FIM,SHI 11N13a.1- 1 AL.OWED .-_.. ,.-. I_ s f111%4!0.4 - _.1 - 2 Xd wotw `� m ANCHORS j I ANCHORS N_ -.,) SEE SEE ON 3/1•Ail BEE SCHEDULE ON SHEEt 11) 115CEDULf - s�1 -_2• CEHMGAND Ewa MOUNTIING ALTER1. BUILD -OUT MOUNTING ALTERNATIVE 4W MIS SORE 3/8-1' l al`E�jCEjp�, lid NOTE FOR COYBBIATKIN Of SECTORS: P NO. 44167 FLORIDA BUILDING CODE Non High Velocity Nurr)cane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D.*= TOP k BOTTOM MOUMTINGS CAN BE DESIGN PRESSURE RATING (P.Lf) A14D PANEL LENGTHS COMBINED IN ANY WAY TO SUITT ANY AS PER SCHEDULES ON SHEET 3 •• ��� •G° TILW�' � 24 GAGE GALVANIZED STEEL STOW PANEL INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ��'• �10 '•�� ti} •� IL E C O PROTECTION PRODUCTS. LLC. ary7np6 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC _..- oMAI E 1Me.GLOBAL am S10.11 bysm (PRAT; DENSITY OF 0.55 OR EQUAI- ANNIIIIIIINN4 ,��IL. aL.+,�,Mi y ON 1O1 W av"L FL «,� /-)Nm•,� � 20-175 aa. OAYMIID Az PE BtAJMOM,LIIIFJmW: a•/7pfDA TZ-91 h.. Pt son 7 4W 111 A•4�� ACD ^^W Cl) _ VV O� W U Cl) Q O cu CL .c V 2. cp }j U CU � C OL � (D O LL C)0 .-Cn Cn »0 CD L L �AA`y��� -M Cn %ij Oil. W O Lj `..M C go C- M N m x 1, bir s= L� a >_ rm Q .0+ N 3 � °= a1 iv 3 3 '� ' = a,N p L3 aL i C p d E � O p• t.3 >r 0 w. Cn ^�11/ W BBBBRN CU O (D U C CIO O 0- W LLJ = Q Z Z Q J d SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLMION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL(b SYSTEMS 3106 N-U 01 VM1Es '- j - •(� OR ZME oR r . r,10 5 �y Ilk Rm WIm AUN 5'` AWEam.. MINE WY . I SJP tin• TAFOp/ .0 �2 �RcrL if . -IN TOO --� rol 1 1 ,JMr m i Or 1 1Ea EWD E al.ocx 1➢N - 0 2 ,/Y nwE L L ONL 1 p -4� ti N. .1 Ma/ Am I , O /4• ow +P'M• IENWE UEEi ,acom .,� R• IAaI �, '. >p< L s7.4 f1 qp' J,p6-Nia+ SNO.I _ __ _.. PO06m COIKIa7E. WNCII7[ 1" f _� 1R.Gi IE'ffl/ M21Y. tilt FILE KM an LOOT• WOOD FMIE ]fop-N1. ORS• f-. it a* 2 1/2' _: 2- w TELL i 1/4 •, f<�, REOURED can. MINA. AFIOIL � L M- �!l ya:, .gima�..�� ��....��� ����J ". GAP Ile 0 moki, jr Ow M 1r DD.' 3105-0, a pa/3-n Aaw wJANOWAOT c.{. m_ ANQE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4"-1' 364E 1p•-1- SCALE 1/4•.1* SCALE 1/4--1- 3/U!D-9Q an CAx-N OR VXO pmamAE 7. L 71111011 1- — Y ®+.y OR Golrx,E 10°SaM ' �`P M6wlmil al a EurloE w�is qQ mumE 1 an ne W000 SM a OPeMc 9O1mwL aN 51m 9, - (.N -S: fix CONCRETE' am {` r id5.1 ® FRWE AEOLNED AS APPLrAMOVERLAP BEYOND OO a „) VON, wm R1MIE _ oPEiMND w comeKit aEmRm •, .•3J4' oRonmom 2 a i lJ' )' OD FIMOK REOxa . IAer. •' 1 1 r;� ITN �.,,e, 1 y eExr w nlerlr6m rRONr ( ,a1RaFs —Ly .© OR® G -am Or MM. 1 WiL 0111110101, i1A� �)n _ _ x - B.O. DISTANCE 10 --'-�'J •NN� CASE G (PLAN) 4-c N nN 0 A.T'a[/j SGtE 1/4•-i- 1oaR,iir'i41ap Ml.lo MA • r ac ,••••'•••.,•., IFOR OgNBT tECT MOUNT ALLATION ONLY a +� CEN ' �'� SE CERTIFIED PANEL INSTALLATION AT WALLS W/ No. +4167 SURFACE LEVEL VIANTOONS OPTION 3/4- _ x i I► :'t FLORIDA BURRING CODE Non Wtw murrka"a tom CASE E (PLAN) CASE F (PLAN) o 1F Ema Nrm4 Re 24 DAME DALVAIM STEEL STOW PANEL Dw�W�i W. SCALE 1/4•-1 �+y�4� F�ORID�_: SCALE 1/4•-t- . �44�' am/NW 44 / IL E C O sue. � PROhcwN PRODUCm U.C.MNt: 9AllgN -' OAS II+NILf mu QONL IL 11 PNwe (111,I)w6411INe, IwI ON)Na-RIOT 20-175 .M w,. aN oftow Na IIM nL 6RAI 44 PA: 1i• WaeT a OF N MAXIMUM A.S.D. DESIGN PRESSURE RATING (c.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL Q INSTALLATIONS INTO WOOD STRUCTURES -- _ (VAUD ONLY FOR PANEL 1OtNSTAL(AT70NS AS PER ALTERNATIVES 11N THRU 4W, ON SHEETS 6 ITN 7) LAX. A.S.D. DESIGN PRESSURE RAIM (P.■.L.) MCADYUIN ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 At 7 APPLICABLE To % a ANY CCAOINION Or THEM yL W,, PANEL LEA• „ v (flJ TAPCON JOB SCREW PANELMATE FE A E 0 CMNEUM7E PLUS wow mm" 13• 13• tY ,r OY 111, GDP) ,3• 13• 15, Or Or 1t (WMMQ a Y / • n n" 12 1/2-t• a !/r Gorr.•) 5'-r r e' S' r l La a' 6 r r - a 6OMM) it 13" Ir 13' 1r DON) 45 OR LEM ,r 13• Or ,r Ir Ir tr 13' 13• 8 1/2' W tlD►I Ir tr Ir 13• Or TW [aotTOM) 6 1/2• 6 1/2' 6 IJr 6 1/2- 6 1/2, tW% - 6 Ile 12 1/2• a Ile POP (purr..) >S-r 10 4 tn' t' 4 t/z" a 1/2• - POP (TOP) I _- 4 IJ2• • in' r r - m teorrDMp 10 in• 9 1/Y 72' 12' 4• I (F6P) ,r ,r u• u• a 1/r pBorraEt) • SEE TABLE /1 FOR MAX. AS.D. DESIGN LOADS AT MAX. PAN! LENGTHS WHEN SPACER ® IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MIL. A,S.O, DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS a t 7 APPLIGBLE To AVEROMIM t ANY OF THEM MkVMUM PPAANEI. �1H TAPCON LAG 9tYiEM PNJEUMTE FEMALE 0 PANEAMATE PLUS wow wDems Ir Ir Or Ir ,r • mm Or it ,r ,Y 1• 1W partm) a 1 n sr / 2 , 6 Y / 6, • n e, /2' POP OQP9 - - 6 1/4- 12 in• 6 1/4" (MALT,.) W-4 r 7 ,/Y r Of - tnP) OR LESS Or Ir Or 13• 13• from +4s�-46 +75. _73 ,r Tr ,Y 13' Or (WITOM 13• Or tr Or 1r • tr tr 13• Ir 6 1p• tW (Boi—I 8 1/2• 6 In• a In• 6 1/2• 6 I/Y m - - s tp- 12 1/2• 6 1/4* INNOTO.*) I7 ro-0' 4 t/2• r 7 1/2' 7 1/2' r a 1/r a• a• - 3N (IImI510 1!• 12' it 13' S 1/2' 13" 1Y lr 1r TV • SEE TABLE 01 FOR MAX. A.S.O. DESIGN LOADS 8T MAX. PANEL LENGHS WHEN SPACER 0 IS USED, CORRESPONDING ALLY TO ALTERNATE 2W ON SHEET 6 rllelt.lt e AS-O- OESRB'1 LOAD WAMM NPANEL LENU 40 PSF OR LESS 6•-8' > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF W-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE AMALE 0 OR PANEL MATE PLUS ANCHORS t W/ SPNpklktFr4 1/2- O.C, INSTALLATION L. pa: ai LIFE SAFETY:\ f/ a MOM . 'Byy6\ i L aA STRUCTURES a\ A CONCRETE SLACK f. g!7co 1111101111111111� O .. + PANEL LENGTH (SEE LWINDIN 1 ON SHEET M I I i I 1 LOCONC. 7 i CONCRETE ETE REQUIRED.BLOCK S O yr PC ,/i'M PNINU/MATE PLVS_— _ ANCHOR O 12 In• O,C. IEEE 09M I9 a If MR PIC010I15 TYPE a'ADNO rDR MMWMAAtMRS NIIO WODO OWE KKK MG MINIMS AM01011 SPAMR: AND VMKM ON OWOIC[ AK Dow= ON INS SCH[kO.L. no E.D. LESS THIN PCKIVED ON SCXFDNL MM ANCHOR SPACING V MLL K"c Impow Santo OR SOWAN T ITT M MUOMNG PAWNS. 001111 NNE OPOW100 W K POBWALL mm ww o oaiNRD U&S WrOR DVLL MO M Um IN" 1 "KIN NAC11M *Mrwlm FOR Dom ANOWR TIME am INS 3OWOIRLL t/aY t/4Y 11R .. _i, JO IWWRM Aloes mm DU 3 3 -IMNANa. IMNONON, 9N) 1 3 3 3 1/2 4,II1Y W o—b 911M oo MAL ■t PIER Opm RCM ---21C'_« at r OJa 1.00 31 --- E.D • E E�4 CONCWK aL(ICR REQUIRED. 1pY PAWELMATE WALL MOU68rAMC��HOI(BL`/olO) a HOW (VALID ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 k S) VAX. ASA, MAXIMUM ANCHORS SPACING FOR MIN ED. PER SCHMAX BELDW It APPLICABLE10 SV04 MATIIYUM UDWI% I-, Wk, ASD. P ��1aW MORA N ANCHORS SPApiO FOR AWN ED. PDT 80NEOUtE BEDWWAPPUC48U IMA1tlMWPRESSURE NS(,�W UPCON SOLID -!EC PUNHAVOC-NAM01NIr T'NSdI 401E-EET ID PULIS .a/1,SOMOO W To W W har of TIIEY m W Wf wrHEM�1 +45, -b LESSESSS tr t3• f3'tr7r 7Y 1r 7r f3',r sae• �• ro-45 +6% -a5 1 ] 1J' , r 1J' 13' 1Y 1Y IS' 1r 1 ' 31Y t aaq LEst 13' ,r 1r tr 13• 1r lr tr Ir /-�.��,,, 1 owryo-) tr it Ir Or Ir 13• tr Ir Or tr ,cou"a n 1r ,r Ir IY ,r 13' Ir 13• 7r 1r2 (NIP) it tr Ir Or Ir Ir ,r 13• ,r Ir I(TOP) Ir ,r Ir Or tr 1s, 13• Ir Ir Or 2 (11101701) 13" tr Ir 1r tr Ir Ir 1r 1r tr Or 11 I 2 (SOTWIQ Ir I]' Or tr Or IY tr IF it Ir ,r tY 3 (LOP) 13• 13• IF Or Or tr Ir it tr it tr 11 1/2 3 MM 12 1n 11 1/2 6 //1• a 1/4• 2 1/2 12 1J4 - - a ,/•• a tp• a (eoTraM) - - 2 1/2 2 In a 1J{• 6 1J{' 2 in 2 I - - i 1/•" a I/�• a (eOI101) r r 6• r 6' r e• a• r a• a• 7 in• 4 MOH) 6' S 1/Y r r r a 1/2• a• 7 I/Y r r r 5• 4 (HOP) r - . - e - r - e - r - BKMO1Q r - ---1r r - r - tl• - e' - e - 4 (Bomw Ir 13' 1r it Or Or Ir Or Ir 13' Or Or- 5 (TOP) Ir Ir 13• Ir tr tr Ir Or Or Or 11 1/2 (TOP) 13• Ir Ir is" 1r Ir ,r it 1r ,r lr Or MOTTOMO Ir 13• Ir Ir Or it Ir Ir 13• I]' Or ,t I/2 S (amm) 7r Or ,r tr ,r ,r ,r 13" 1r 1r ,r 13• s (TOP) 1r ,r ,r 1r lr Ir Ir Or 13' Or Or t 1/2 s CLOP') _ _ a 1/{• 6 , {• i / 1• 6 7/Y - - - - 6 ,/{• 6 Ile i - - s 1/4' 6 1 4• a , •• 6 Ile _ _ _ _ s 1/4' 6 1/1' a (eon. Ir S. 1Y to 1/a IF 7' Ir r 7 1/2 5 1/2 Or 4 Vr I (TOP)~ • TO t4'-4' Or s• 1r Or Ir 6 1/2' 1Y a , 9 1n- a , Or 5 1 1 mn w_r TO W-6- 1r Y Ir Ir Or 9 1/2 Ir 9 1/2 OD 1/2 7 1/2 13" r I (fonOM) Or 7 1/r lr tr or Io• tr 10• /1• r ,r s t/Y 1 (Scum Ir r it 10 IIr Ir r Ir r 7 1/2 5 1/2 it 4 1n' 2 OD►) Or r Or Ir tr I ,J2' Ir 6 I/Y 9 1/2- 6 ,/r Ir 5 In• 2 DON) 1r r tr I3• OY 2 1/2 13' 9 in 10 t/2 7 /n Ir 6 1/2' 2 (BOTTOM) Or 7 I/r IS' Or Or to, ,r To, it" r Ir 6 1/2' 2 (80110M) Or 7' tr IF it a t it 9 1/2 t0 t/2 7 t/2 1r 6 /n' (W) Ir 7 1/2• Ir 1r Ir Ia' it To- It- r it 6 1/2• 3 (TOP) 12 1/2 12 I 6 1/a• a Ile 12 1/r a t/4• 6 1/+• 8 1/{' {BDTTOI) 2 1n 21 a I/t' a O/4' 2 1 12 to s I/a• 6 1/4. 3 (pOTTo1Q T r W 5 I/Y r 3 I/2' r 4• { 1n• 3" 5 1/2' 3` (TOP) F 1/2• Y a• 6• r P a• 4• 4 1/2' 3 1/r 5 in- r 4 (COP) r a' r r 5 In• 7 I/r (BOTTOM r r r 5' a ,/Y 7 I/2• MXW40 U' Y 13' 43• ,3• 0 tn' tr f 1/2' Q 1 T 1/2' tr r OQP) 13• ■IJr tY Or Or to. tr to' „' r 1J• Y 1]' TJ' tJ' 9In' ,3• 0 ,n• 0 t/2 7 1/2• 1r a /n• 5 (eDTTaM) U' 6 1/2 rr Ir ,Y /0' tr lo'74'/2,r m(wn r 1r 10 1/2 it r Ir 7• 7 t/r S 1/r tr 4 1n' a (TOP) ,r r tr i]' 1r a 1/Y Or a ,/2. 9 t/r a tn• 1r a t/2- 61/1•at4a 90IT.- alp'a1{•a4'1{- » SW II FOR MIO10119 TYPE ON 9PACNG I= 00otAAM1W IM 000D PME NIUIM= ONWAMM ANO10t1 SINOP= AM WO M WOE 0111110OU NE 0101041E6 ON HMS SO=" TOR ED LESS UNION 661O,/2D ON IIDIMM RMM M00111 IRMCNM N MAMYNC S M10 010EN OR SOEOIAL II Elf M Lmd WTm POP 1*0 OPVVMM 10 K ►OSSWL MOXCED SAXMI OiMfD too mm so" ILK K LMS TWIN MOWN SPA,PO P WWO FOR DO. ANCHOR TYPE ON 11N 9OEDtAL AIIOW WK 1/JOY t/aY 1/6•0 ,Uamm MRO•aVRvwmw us Cllx-M IO6NN AMOWR 9PACM10 CALL) 3 3 3 3 2 1/r 2 112 yp ,pppp 6A3 3 3 1/r Y 3 3 Vr 3 OWDIIO BDoI WaOx 3 21/2• 3 we 3,/3 3 1/r 4 AMOL M !2 ww FACTOR 'Ir am tm •' SPACINGS OPAY VALM WHEN SPACER L USED. SEE T (I1 FOR MAX. K&D, DES" LOADS h MAX PANEL WHEN SPACER . USED. if 3' MAIL D.W(j). =" C�OFO _ 7Aii.i1 A AU. 0lBIGtI U1mD L �PPANEL 40 PSF OR LESS 6'-W > 40 PSF To 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONJ.Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS AT W/ SPACER AT 12 1/2- O.C. __-----ANCHORS (SEE SECTIONS t ALTENIATNES ON SHEETS 13. 14, 15 tt6 R-IA/13. R-2A/13, R-S,/t4. R-19/13. R-21/13M R-39/14, R-1AW/15, R-2AW/15, R-3AW/16. 001. R-190/15, R-20W/16, R-30W/115. e e e e e 1 r MAL i' MN. I W2 / 4Y-20M1• S.S. BOLTS It 1 (USE Pat PPMMMMIX G'M OVER I.-S.) 1 I REGULAR 570M1 PANM i I REGUIM STORM PANEL li , a'-i' W +4a0, -40.0 Pa r. ________________ (W/ DOMAIN CND N11L Low" BOLT) 1 9 t -8• • f RM PANEL r +ao -54A LIFE SAFETY R P.A.. 1i i A (w/o aMDSA► tlM PANEL LENOnI BOLT) _ _ _ _. _ _ _ _ _ _. _ 119E 2ATT ALL rL"V M I S.S. Basis W�/.�E,�y AT EA O� i i I r f L -+ -- --- ---- - -- - -- - - - i �--- - iT iioY'p["s"�Y's'Fti6" --i -� -- ---• __-_ -+ - •- -i r TION •LIFE SAi'E1V V PANEL BOTTOM CORHEAa ` r' 0, , 24/ `� Ma% 1' NOW. -ONEPIAP- �-aaVEMAP� : WIND MR EXTERIOR LEFT PANEIt AT __ _ROOM PPAAM! 3' 1 A i t INSTALLATIONS ONLY WAM FOR WIND R-IA/t3, R-2A/13, R-3A/14, R-16/13. R-2B/13. R-34/14, 1' MICE SPEED UP TO 170 n.P,N. R-LAW/tS, R-2AW/13, R-3AW/18. R-10W/15. R-29W/15, R-3BW/1L --------- _. _..__._ _.-_-._ANCMM (SEE SECTIONS a KTDIMTfA3 ON SHEETS 13, 14, 15 ttp) .- 1/4• W2, GOP LIFE SAFETY STORM PANEL d) ELEVATION (t) WAUW ' STORM PANEL 2.W71 SCALE 1/4-1" (W D,FRIAP t LC- MLLFh REGULAR '•' S10W PAIL , i—^ 1 IEOjip OOII%" jiKWIMo19 � '. — 'L- PANEL j(SEE EL ON sod �✓ L/2 •® 1/4•0 TAPCDN ANCHOR t 9. O.C. STAGGERED W/ STUD 1".4' WOOD * _ LIFE SAWPA * E FLORIDA BULLRING CODE Non Nigh VolocHfty Ift cons Zen• RL �F' rtORiD► � ' 'D" Mae EXTERIOR ss� 24 CAGE GALVANUED STEEL SIM PANEL P'N •........:G�y\ONM N H IL E C O awe. PROTECTIOq PRODUCTS, �• N�WIL SECTION A —A tar 1w{ia R >M SCALE 1/1'-1' 1 P.i1,. alR 4n-, � rN-1O1 NOW 5••• 61 OPW e'"L FL As. PH POOL we-) Ma-iW FAN, WO)MM-Mm 0-1 0-1 5 7 25 G-OooMf,s Im iAL/WOMRYIWJW[ 4ai1p A /WlR A,. ► OWN" !Eli r M,• Law MW WMQT 12 d la � I I I 1 1 t 6 r lI#I ff I � 'L• wut 8• PANML LOWH SEE ELrAKrm ON DOME, 12) I 1 1 e• , .r Ea 1 - L 1 4'a TAPCpI REQUIREDtrO.C. SUA GERED W/ STUD -2.,4• WOOD PANELS �LLF WALL �j!! WALE 3/8-i' LDS: 1, INSTALLATION ARE ONLY VAUD FOR A.S.D. DES" PRESSURE RATINGS (TO AND PANEL LENGT)15 AS PER ELEVATION ON SN IL 2. FOR NEW WOOD FRAME CONSTRUCTON: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL M TAPCON AO rD.0 ,1_, 10 LJ ' ' --,--� •. PAIL Li3MTH (SEE arum ON t ON SWEET 12) 1 i 1 L/2 t J2-'. N�/t I NOT LBO as L i - 1 JOY TAPCON YA4" O.C. _' II SAiETYPANEL WALL MMUnkft A; Tl4/l \GENse '•A� FLMDA BUILDING CODE (9 1 1 I I I t 1 I ! X.,. a0.R__, I I r I i "r MAX. PANEL LEM M I (PEE ELVAT1011 I _I ON DW 12) I- I OI I I I i I 1tli�ieu u MITI a TAIN N 1 0 9• D,C MMIM M A.S.D. DESIGN PRESSURE RATING (p.m f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SMEDU E FOR REGULAR STORM PANELM, INSTALLATIONS INTO CONCRETE A( CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D 1NSTALAfl0N5 AS PER SECTIONS 1 iHRU 6, ON SHEETS 4 8: 5) MIA1L A.S.D. PRESSURE ((q..�C). MA116NM ANCHORS SPACING FOR JOIN E0. PER SCHEDULE 11CLON AP= MAxM11M LL W �R,) MOT. A.S.D. PRESSURE o MkW1AM ANCHORS SMCNO PON MN Ea PER SGIMAE BLOW • �I,C M9,XaRNN t1�7i6 m) TAPCON SOl1D-sETFIMANX pt� 7OEATOPPl1CNlL ZMAC-NW61 CAUf-M a TAPCON SOUR -SEW FUMLE ID PIS HAWK-w" cmx-W W ID W ID ID W OF na W 91&,r W ID ID W ID LION -a5 To +75T-7513• 11' is 13' 7r ,Y ,r ,r 1r ,2• tr t0• I 5,_r "OR LESSY + TO H1!-7,aa 1]' 5• 13• O , Ir t I 1Y a 1/2 7 W 6 1 fY At i a•-r Olt LESS ,r tt' it 13' LV Ir Or Ir tr 12• 1r 1r 1 MOTrou) 13' 6 ,/r 13' Ir Or 9• ,r 9• IW 7 1/r 1r Or 1 (11017061) is, it' ,r 13• Ir ,r Ir Or Or+r ,r Ir 2 (TOP) tr r 1r lot 113' 117 /r tr s 1/r ,Jr s 1/2' Or 4 , n 2 Doh Or Or 1r ,r Or 1r Or ,r OY ,r ,r to' 2 PKIII'M) Or r 13' Ir 1r ON In' 7r 9 In• o 1/2' 7 Vr Ir 4 I/C a (BO &i 13• if' 13• /Y tr it Ir Ir Or Ir Ir to, a (MP) 7r 7- 1r Ir Ir 9 1/Y Ir 9 IJr 10 t/2 7 1/2' Or r 3 (Tan 2 1 12 t/2 5 1Ja• a 1/4' 12 to /2 1 - - e 1/, a 1/,r 3 row - - I In 2 I/2 a 1/P 6 t/t' 2 t/2 6 ,/4• - - 6 1/4• a IJ4. 3 (Wnw' DOP) 3 r B I Y 3 1/2 r 4 4 1/Y 3 6 ,J2. 2 1/r 4 (TOP) p• - e' - 6' - 5' r r - (BOTTOM) a' - • ,/r - r - r - 5In• - r - ♦ (60TIOY) ,r 11' ,r 13• Tr tr Ir Or 13• ,2' ,0• (EDP) ,r a 1/2 ,3' it tr r 1r rto' 71/2' ,r a• D (I'OP)is- T,' ,r Ir Ir 1r Ir Ir lr tY to• (10110M) tr r tr tr 1r 9 I/r !r 9 I/r 0 1/2 11/2• Or e• S o10110�) 13• 11• Ir Ir it Or tr tr it tY P13r to, 6 COOP) Ir a' tr o 1/2 it a t/Y 1r a I/Y 7 1/Y 6 1Jr tr 4 T/r 6 (TOP) _ _ 6i/1' 6 Ile 6 / 4• 6 1/a" - - - - 6 1/4' a (e0n!•) _ - e Ip' 8 1/4• a , e a 1 4• a ,/4' 5 t 4' - - / /p• 6 ,/4' a ") tr 7' in 1r Ir Ir IO- Ir Tr It- 6• a 1/2 i ) �,i• TO 5'-0' tY 5' O3• o In Ir a I Or 5 t 7 1/r a 1 ,r 4 , r , ) >s•-r TO Y_6' 7 1JY ,Y Or ,r 10I/2 Or 10 1 1 IJr a• r 1 (807CGM) Or I IJr 13' tr it 91 Ir 9• tr 7 ,/r it r I (son" ,r 7 tJr ,r 13' 1 tr IO• ,r to, 1,' r Or 6 1/2' 2 (TOP) Ir a• Ir 10 t/2 13' 9 Ilrj ,r 9 I12• 7 In• 5 IJr 1r 4 1/2' 2 (TON) 13• 17 IJr Or IY 1 ,r 110 t/2 Ir PIT Ilr I i IJ r 1r 71 2 (80TIOM) Ir r 13' ,r 1r 9 1/2• Ir it T/r 0 1/217 In' it 4 1/2' 2 (80110Y) 13• 7 1,0* 13• Ir Ir to in Or t0 1/2 11 1/2 s• 1r r 3 (TOP) tr 7• Ir Or ,r / 1n• 13' 10 tn• to 1/2' 7 1/2• Or r 3 (LOP) 2 i/r 12 1/2 5 t/4' 8 1/4- 12 1/2 6 1/4' 6 1/4' a 1/4. 3 (1110110hl) 2 1/2 12 Ilr 8 1/4' 6 1/P 2 Ilr 6 1/4' 6 1/4' 4 1/4. 3 (BOTIW) 7 1/2 3 1/2' a' r 7 I/Y 4' 8• 4 1/2• a• 3 1/2' Y r 4 io_ Y r r S /n• r 3 t/2• r 4• 4 1/r 3• 16 t/Y 2 tn' 4 (M-) Or - r - r - r - 6- - 6• - 4 (e1a1TaM) Or - s I/Y - I• - or - 5 in' - T - (BOCIOM) Or 7 1/2• 1r ,r ,r to rn Or 10 In , t 6' tr 1 7' 15 (LOP) Or a 1/2• 6r 13• ,r 1• Or r Ir 7 1/2- tr r (TOP) Ir 7 IJr 13' ,r Ir so 1/2 ,r 0 IJ2 , IJ2 a' Ir Y b (BOTTOM) ,r r 13' ,r 1s, 9 IJr tr 9 IJr O in• 7 I/r Or r (wr=) Ir 7 !n- Ir Ir ,r 101/2- it 10 t/2 I / a' tr Y s (Top) Or 5• Ir Ir a 1/Y Ir 6 In• 7 IJY 5 ,n` 13• A IJr mm f, a• s I P a 1 4• a t B o f 4. 61 4' 6 (80n") • 1/4• 1 ON I/4' e t a• a t t• a 1 a• ate a AE 91HT is to AI mm rm a 9aCP0 rot M MUM M NBC MOOR FREE KEbM ON OMIAAN ANOtlt 9%:M106 OO M" OK 0WMa ARE NMIGtIa ON THIS SQNIMNIaL MR aA Las TON PWATO OM 3I3aDtAL IMM AND" MCM6 aT tANL7,lLYMO WAOM6 NOW ON 9MCOLU N M FOUDWPO nW=kg MR ,tN o 1101M 70 K MRNL 4== PAM M Mm MM PACRIII SNA L WT ONE IBM THIN tMMMN 9PACI G MOCAnD TOR [AM MICMOI TYK ON 1111111 1QE01RL MQW T►M 1/4**1/19 1/4Y I/.% 1/JOY .IX. UP= ,. tOoM MOW NIR-R YNYN ANCOR WAON OL) 3 3 3 3 2 ,JY P In AMIAtRMNN 6.) 3 3 ,ry• r 3 3 IJr 3 WrAnapAl lategi, RM k 3 3 !K 3 tM 31 3+/r MIRK ■E MWOOK (M) r - ityr aW -Ti-T .40,mm 'AD " SPACINGS ONLY WILD WHEN SPACER IS USED. SEE /�BLE 1 fOR MA%. AS.D. CIE. DESIGN LOADS 8t MAX, PANEL WHEN SPACER �l Is USED. RULlt a A.S.D. OEM LOW LL �NPIANEL 40 PSF OR LESS > 40 PSF TO 50 PSF 8'-2• > 50 PSF TO 8D PSF 5'-1C• A MAX" PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS t LN/ F6 SPACER AT 12 1/2. O.C. 14•0 TA1NCON __ INSTALLATION DETAILS INTO POURED CONCRETE OR DtlS1N1G POWER 1/6-0 ,APCON _909W POURED r FOR LIFE SAFETY CONCRETE BLOCK 1/4'a TAPC011___ __ PANEL(f) STRUCTURES POUT® '�-�E OR 1 JOY TMC011 1 -� POUT® ANCH" O V OO.C. -_-_ rh y ICp CRflE OR ANCHOR CONCRECE BLOCK *EQUIPPED . 0 9. O.C. ' CONCRETE 5L N REDUMD. ANCHOR O 9• aC. P �" CONCRETE SILOCII REQUIRED. ANWIOR O r 0.C. i - j OR • CONCRETE 11LOCN REOUIRLO. MAIL % 1 I N SISRMQJI I _ 1 .'►3A/•.gyp �Ty�p _ Ex TO Q4195. A p 1SaOA�i"' CUTS$ 1 �. _n � I Paper+•.�,AF � p 1 1 I•.-3aI• EX� roCLAW 1 I Y UPON IWt 7!7 I. � � 5 IREAR0 IWEM ROI If U A ' i ) 1' Mm 1 " PALDMBW (SE E ELEVATION K--- .. _ ___ _ p . ( 1• MAX - .._ I - s• PANEL LEM M I (SEE F1LVA".) p A _-- 1 I MAIL5 I PNIEL LENGTH Q_-_ - --- - -` ` i t' MACNEL -I'-.-- 6• PAKEL LINGIN Y271 p ON SHEET 12) ` —I ON SKEET ,2) • 6p-SEIPARI�in. .OWN 41OET 12)12) R 1 a1 SHEET D TO fAALSS. I 1 6 1 a TO GLASS. I- I R _ _ _ I ( t I L/2 .... I -- r., fl` L/2 rT.-_, ilri /_ r✓J%%� I s• LD.. II' � I V I ; L0. 6 r i i `• 1 E.D.- r, 1 l�•.7f! a �•;ji I r I aWGO:,a o ' L____J t oa LEO a --_. EO 3/a' , , I --..1___ t _-_.� . _.__ i E(1 -- ISONPa t M.s- ED i +a M1E MaT3 41, st __.)/JOY /APCON----� 1, 1/4Y TAPCON-� �ANCilOR Ip•P TAPWN �(/JOY TA+CON f ANCHOR • 9' O.C. ! • r O.C. ANI>OR O 9' O.C. ANCHOR W r D.C. L. BLOCK REOLMRED. COmcJwm � O REGULAGN PANE RLS `__ BIBCK OR E EL 4= =LOCK On 0 RIEGULM PANELS(R on `�Nf%TEE �. LI �EL WALL Yf1UNTING3WALL SCALE 3/a-1• ,WN1111NrNyh,_ MOUNTL40S SOME 3/e-1- sa mum Is a is MR AMtN01W ATOM THE TYPE a SPACING MR PWMLAYOW NM HOOD FI ME NRLDNW MWWAIM AMC" SPAWO6 MID WO" NRAMRA ANOIOR M1M0M0 PU 3 •awIMNWN 0—MP W4 w,Op01 a.w ar w 3 mot DMPAM ARE MDICOm ON THE tlt2lmUL Fm ED. LESS TOM OOrAIm ON 911EOLlL MM ANCHOR SPACINGON 3 M Ilnl/f4 SPAOND S,MIM oN SO1m1AE Wr M FOUDOM rxlnm �� ewers KB1 11Btoll , ,/r_ ni PONT THIS OP wmw 70 K PONOIL. 1111:01OED SPIN M mma USNo FACOR NMLL POI' aE un TNMI - WI _ _ = �n• r __�.__._.__.-_..__.. _.,. — M.fo -_.._.— MOONED FOR EACH Yr30R IN OMB AH,: {Tr Ammm TAYK ON 4 yr- T. I t , ( _ � 1 JOY TAPCaI 77 'I ) +G•J ( 1/4' UNIX ' Pon I 1 I R '.IG.a p 1 1 •i �•v-3pr R� }_=-ORE Aa ICI ArsE PANEL UNOM (SEE ELEVATION ON SHEET 12) AT L/2 • � oe PLATE PANELWTE PLUS RE" R 0 12 IJr D.C. III: _. TIN �Ti�f)TR:Zi1I13C ALE 3IMI' MEL 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 1L 2, FOR NEW WOOD FRAME CONSTRUCTIDN: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPEGFIC DENSITY OF 0.55 OR EQUAL. FLORIDA AX Imam EWTION rr 12) ^�^'A ^W W .ccn —cu O� ^` W fA U NCL N 0-0 O CB C m (Q O (U O O Q O SEC O %16P LL O CU COO . cn (D C Lcn _ O �^� 0 .� VJ Q Q 1C��L�v d) G > W o` .c o G c= h O O V CV ® -o m x c LA- a eo o 4 o O'V d o CV Y O7 133 E c 3 410 3 1- N d � C cm � •� Sw Uf d O E � o d is O +o- cn�/ _a co U (D U O 0 ■ ■wB� /�'/^� V , COO LU Q Z Z Q J a SHEET NO. SH 1A. _ Il __ I 1 I 1 1' r 1- _ I I I_ -L-I _ _. -..1 I I I I 1_ !. 1 I EZ1/18. EZ1W/18 r -!• t40t, -Tt9EE NOR 2) /„X,- rF,tCH ANCHORS SECTION UI a ALTORRMINIME EZ1W ON SHEET 18) �1 J� t _J: M.Nom 2) L1 !l. T T-T-Tr (END PANES) (TNTERDR PANEL) (INTERIOR PANEL) i (INTERIOR PANED (END PANEL) I I MAN SEE MOTES 2. 3, 4 I SEE NOTES 2, 3, 4 d 0' ' Is I * fI 4 * - a a./-L 40LLNOGp 4,. SS ao 9KWLS i V�i7V%tAP (LSECTION51M1APPLICABLE)sox JJ_LL.1J-LIJJILLJJ_L�':JJILLJ.1`�LJJ111JJ_L1JJ11�1JJ_LiJJ _-__.L__-._) • i SEE NOTE 4 4 t' ARn. iIOTE 3 W4SEE N01E ! I- ANCHORS �.-_.'--(SEE SECTION E2t a ALTERNATIVE EZIW ON SMCC'r Is)- EZi jtB. Ez1w/t6 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM M N] SECTION A -A IYt3NHelHunNW SCALE: 3/32'- 1 • a�iYLE'.P {1. T)(i/T'"''•6. ENGINEERING ENOINEERINO EXPRErsl3� PRODUCT EVALUATION REPORT Septembe,15,202(1 &90=bon Number. 17869.1-R2 EX Project Number 20-31543 Product Moruledlaer: AN American Shutter and Glass MslWfsdwerAddress.'. 154E Dorms Road Wand Palm Beach, FL 33409 Product Ns ns 6 Desmlptlon: 2408GWvwdnd StW Storm Panel Large Missile Impact ResN1eM Scope of Evaluation: This Product Evaluation Report is being Issued In accordance wNh tie requirameMs Mow Florida Dspen inam M awns; and PPrdenansl Regolwlon (Florlds Swift Commission) Ruie Chapter 61 G20-3.00S. F.A.C., for siatwMds Wince per Mslh➢d 1(c). The product nested above has been tested wWw evaluated es surtsTwdud herein to show compliencs with the FIRMS Soft Code Seventh EMM (2020) and Is. for Dui purpose (Mended, at least aqulvaerd to that required by pw Code. Re-4vaiwtlon of tNs productsleq be required following peAment Florida BWMft Code ffwMcWAom or revlalaw. Substantiating Data: EX drawing f120.31643 OW '24ga G"Usid Steel Storm Panels WHZ 6 Nan44IR1Z)•, sheets 1.5. prepared by Enghwerhng Express, signed 3 styled by Frank Bemlardo. P.E. is an Integral part of BIs Evaluion Report. UnNorm static structural perlormena has been tested In accordance with TAS 202 test standards par tens report(s) OBT•ASO-17-M by lilsdaraler Testing, Inc. Large miwle impect resistance and gait loading perbmwnce has been tested In accordance wm TAB 201 and TAB 203 test slumdrEk per test report(s) 9BT-AST-17-001 by Sl cil ester Testing. Inc. Structural engineering Calculations have been prepared WNNch evaluator Ow product band on conpaeBve and/or ralonsi anayaw to tivaly 1W following design cdlens: 1. Melimism Allowable, Spans 2. Minimum Allowable Spans 3 Minimum Glass Separation C Anchor Spacing 160 SW 121M AVENUE SUITE 106, DEERFIELD BEACH, FLORSOA 33442 (954) 334-0660 1(066) 396.9999 TEAMOENG INEFRI No EXPRESS. CON E NSIN6Ea: NG EXPRESS. COM Is LAST PANELQ TO BE INSTALLED AT EACH OPENING SMALL ALWAYS 6E FRONDED W/ REM MANGLE TO FACRITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. N(I1) ' E-Z HANG STORY PAVEL SYSTEM C NSISTING TLI PM + C-1. TRACKS TOP 4 BOTTOM, (2). END PANELS SLNLL ALWf 8E CONNECTED TO BOTTOM TRACK OTHERWISE A STEW BM SMALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4"6-20Y3/4' M.S.W/ 7/6'60/32" WING NUT OR 1/4'6Y3/4' Min THUMBSCREW INTO TAPPED BOTTOM/RACK. LOCATION C FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL i(4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.s, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SIMLL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK WY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WAND SPEED UP TO t70 -Ph. ENGINEERING y Page 2 of 2 All American Shancts and Class - 24ga Galvanized Sted Storm Panels No 33% increase In slowatle stress has been Used In the design M this product. Sgwaom from olaft Is not r"Wred for Installations outside of who Pone 4 and essential bdlRias. Impact Resistance: Large Impact Resistance has been dem orwtraled Be evidenced In previously listed feat r3porgs), and Is accounted for M the enpinsennp design of this product. Mnd Load Resistance This product has been designed to tassel: Wind loads as indeed in tie span schedWAs) on red respective Product Evakelon Document 0,e, anghwraft drawing). installation This product SMI be (nNaled In SM eomplance With N6 respective Product EVBNlalon Do iaTent (ke engiresdrp cirrift), a" with all components noted therein. Product osmporwnts MO be of the material spectled In that products respective Product Evaladbn Down" (I.e. snain erkg drawkv). Umftdons & Conditions of Use: Use M ilk product shall be In Old accordance wNh the respective Product Evalualon Document 0.*. woneedng driNvIrig) as rioted herein All suRPortin9 host structures sha0 be designed to to" ate aupenmp➢esd toads and shell be of a material Mated in ties products respective anchor sdwdWe. HOW Structure comillions which are not accounted for in We product's respective anchor sch duls shah be designed for on a &U spsdk basis by a registered profassicna( engineer. Ni components whid1 are permanently hwfaled sMti be protected against corrosen. cordani.Won. and Other such damage at an Sates. THIS product has been designed for use vNONit and outside the High Velocity HUr k=* Zone (HVHZ). Respectfully. Frank Bernardo, PE EmaiwEERl &PREi6a #PE0046549ICert. Auth,9885 160 SW 121" AVENUE SUITE 306, DEERPIEw BEACH, F10Rt➢A 33442 1 954) 354-0660 1(666) 396-9999 TEA"* ENOItIet RING EXp RE55, COM ERe1NSERINGEKPRESS.COM =3LT N-.34 � a +A °In.,AE I. r. -• 3 ' .y_,�. - ! A'.-ihLTt is ACV-TInol X,•? 24t51'IN°St Y'" A rf. .11.• "1!r nl •IkM1.le"A 7-••40kv r, Fr+FB' 1cirM "SSA$ I u•� A In.-r.•^�v. i M, Min ''J })xl sY PRr. g I(• .c i t�Y w NI•_- IA u, vR -V. - f iEy■$p�"M 3YaA ?'f.0 A 151FTX'V S.x . - tr 1 < ( y N 9 qq - I" w: r vJcx. � i' b w r }1 yes rr1•. . tE** --�•IL-�::-rYA.H l' xs l 'w1n i• RR31 10 B" r 1 � ,. G F IF - .• 1 LA 1 }y dim U3 5 �� t-= _ -A.L iJ100" a.At :27i t9 In OCUH CR V4r- H•pS - O m r II M-YHtV lei N1 :tat _ CP Cp\ Cf..R�Wf - 1 ` ar L'N41Gt'iWllwt F E•4-TY.n I' Nn.1 I. lrl -0' N J3:. "aS-e. f f.fM'V�', Fr'f I.T- iiv-rI, J) +xT - r:rC SiY13"r4',: ." .•' Y(ti Gm.AIYVM1f10RX0UN19ELTIOXtlg5 WI ALLIe�M ;w�ra ' N^%LTA rtaAT. • nxr 7P3nwT 'Art1 �ecc O • .'wA4As ICY IA In Nltl ll iYll Nllxl N-S:IItIM L r 11' R R^ :7• � -� -� �-rt S W Ar Pf1a4ATak ��`,� N '_'Y .0 t_I1.11 6 WAU N6UxrS�rlpH � •JI4'J rY.R �M� r(lAlrl•i'. JK'f,YT L "C W1HW1:: 3�. 4t Yc'1 K` S;'JrW-tTr = a: � fjj � _ � 1' r �_IIN,- '=YU�IY_ ': CJII`Le l.tl lUJnl' W1r3fIJL 1i Y11..'x--_ ,JTY ^ NNt�33• '••a." '�'�l :r YF-�M4: • 0 f r .R - (' ?➢ K' 1f N' E D frl_. iTxMG'Y+77A' L F+JY• .J atr 4lTIr MT.. I'YJT . r,N„ ,TIrni Fu VN.J Iw' y 1r l°flra ! F11 fi'Rwrr.Tf:Y,{A•T. •'-n"ate ;,. ki X t' 1 . LLTw �'gCTna•0 Q y to (Ar1'I.n aawnMT 1-�_ YYd 1t .I .4 3'114rNA GI µ"'reF'L' - IX.H.Ah-I AU• Sn +!1 i) z,Y4nJLH lr -- �Jy L 17,1 li 1Mti13T V:r Y'[ .l"14llILN:: SE> .. •.� Y l � I k� v I.,t4 I.' • w.a"a � F �'.■ to vR•J! !yr� ` I:41 Ma 1"TI':: 9t 6 �� tT I N.. M' l �'I• -l-lilt• Y FOtit Miii n 1 .. -Jt3 Lw. •!N:-1 i_w - �LEaaalE 6T'ifin1. _ IRS! C c � TI •X r r: p); Dist •'-HG1 Ulm+ .W;_= ,"3•�iRA•E ,I r rA•: +lily' CLYS :� F.'i N➢ IX LEY' ILL! KF- V-T k n1 x'•• 20-31543 ',- -T1rIS..:: 1 1%a•whPI,.1A•i'r CrFI-.IrlL�vsmrti-- �--lr:rrrev ! '.. I.IA r1. OPrpMALrpP1e0T1p1 Cl09URE �'fI,Y iyllwtlulvlj �,. 'T f1: � U eL:cx xY: r�P r_•+• vt mAf'.T'Yv. +• L!•<rkre1;`• nr.'aXJrC ..'iltEr4 lM1iU}i ItA:1 T n 11lM1N,.11%IYMIYINI M t,InY " ///'''��� a� yF'-'11•• •i• IY#:rm1AHJ YIRiYI ]Jfa IpR 1 i INSTALLATION DETAILS FOR SERIES 20DO E-Z HANG STORM PANEL Ct) INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES , 4'p TMCON CONCRETE BLOCK ANCHOR . ,r D.C. IL t 1/4.6 TA/CON �` 14p1' HEX IfM TEK AOOp HE{ IaAO TEN SDRR'„j/4P1gN ' � OF ,a/a• FROM ANCHOR • 12' D.C. a IEDIMIED -1`tC9Y1 EDGE 1rJ f- i� 1' 9 � 2 ; Eb. / tfy�I 1 gT1N[;�Ipr-gPARA1ION ro GLASS,f AWIMW FOP pps'n s ro 1a/145. I i /ALUYNRN POP r�A/LSS-"1 t2lAS4 MET1 1 1 wVEi PANES LENGTH f la~a eDAn - 1 _ J ..J. i-..-- ._.. _ __.- _ ._. _.T PANEL LENGTH W 1 1 aw� a I T.. P 1 XTK1H- _1/4� SOS O j ro SOS I TO GLASS 1 OF 7' e +--�f4,IiWll84 W or V 1 f 1 TA'CON ANCHOR _.1/476 e u• o.e. I 1/4-0 TAPGON TRfG MUREC 1 { ;i t 2'W' WOOD ANCHOR a 12' O.0 .. - !tA K'Ak1E OIL ', �) _ Tux - CONCRETE BLOCK .. _._-i",.,--1-_. t kvum G REQUIRED. ' sfanow 121 11 E21W SCALE 3/8-l' SCALE 3/8-1` k1H ��� vGEll kgf ° z g FLOMDA BUILDING CODE Non HiO Velocity Nu me Zom ' * MO N. PANEL. LENGTH � . 44 •®^ TM1'r•• •� •• 1. INSTALLATION ME ONLY VAUD FOR MAX. A.S.D. DESIGN SHALL 2'-6• * :- * : !' 24 GAGE GALVANIZED STEEL STORM PANEL �{-*,. PRESSURE RATING +/- 40.0 P•s.I. AND 6'-0' MAX = •q' STATE �--� �� �'' elP INC 8�• PROiECT10N PRODUCTS U.C.074,V/Rm6 Y Dim 9 PANEL LENGTH. f .10E 1s $1 imm 333 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 00," 10RL0 .. 2t7 Y6 ]tea R •. sa le.n tll•6a A lYt• sac n. Auto 20-175 """ t�l� MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Sr MM,..,ra .N«R" wlDra (PHM/R-TN6. tE6pw-+mT DENSITY OF OM OR EOURL, frINRg atom N WLR14 In 14 w i/ rig 1 ALL AM ERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NOWHVHZj t1PTIC4YAl fc"-A TIFCH aCCTb wren WASHFItED WINGNUTS FASTEN®'F t1VERlAPS O MIDSPAN (LISP APPROPRIATE SPAN TABLE) �InyIi3� ,1�' IIG TCM. MOLLNT (CMN 7YPEEQ N \` O) 4 MAT BE AT &BOTT[IFI TYPICAL VERTICAL MOUNT ELEVATION i N.T S. FLINATEON TOP MQIMT um ( REY15 (SPAN ABOVE BOTTOM -MOUNT i AS ) AS REEQ'D o&5MCT1ah �y (LOCATION MAY VARY) @j9F�1 TOP MOUNT LVAJ L (COIN TYPE AS PEQ'D) Borfam MOU14T (67 TYPE AS JiCQ* ) IIneK (SPAN. BELOW OBSTRUCTION) PANELS MAY BE wrcHED*s RT4111LRED, PACMDED THAT CDNNfY_7MNS AND OPITCNALX"-ZD STITCH BOLTS WTTM WASHERED ANCHORS.ARE WW WfutH SATISFY SPANS ABOYEa BELOW OffiTRIJCT10N. WINGNUTS FASTENED OVERLAPS 0 RD"" Lust 4PPROPRIATEVANTABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 NT,S. EFVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 G'AIKIF PANELS MINIMUM S TORM L PARATIONFRpN GLASS PANE 9E NVI IME 4 a MUNTUU frux 1 WINO 6, fT1E5) I INS1AlU/IONS lEi9 00TALIATION56REA,ER r THAN 30' ABOVE GRADE MAM 30' ABOVE C]A0.0E MAXIMUM € DESIGN ALLOWABLE PRESSURE ` IMF)E SPAN IImAFI 1300M 6661n 2.161n 90 as .% two M •7.0 130D In 6 M a }16In _ -6O6 Yt__ in�._ - _ +MIS 2woM a1 i."p 130DM 155.. 1066x ._ C06In 6.06M Sim a __i136 2.164. },16M 735M ' 609M 2S3M +74h 593M 6.I1M 2.71M •I-70 36A0 6, t2M N-7I 1 27DIn &Ilk, 29aM SPAN 5Lt1EDULE NUTE5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE OESIGN LOAD a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL 1 UM SPAT. SCNEIIA6 6 ACCEPTABLE FOR USE Y41TN POSITIVE LOADS LESS THAN OR 10"I. TO NEGATIVE DESIGN LOADS. 2. "PANEi ARE U IN FASTENERS" ALL STUDS USED CONJUNCTION UCKN ALL MOUNTING EXTRUSIONS 6,2'Ib (*r-TRACK. $TUGGED AN0.E. ETA USE UES O.C, PANEL FASTENER EA SPACING TABU: VALUES FOR ALL'li"- AND'V"•HEADERS (INCLUOtNG BUILD OUT CONDITIONS), 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD, GLASS SEPARATION NOTES: L. ENTER, SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED- 2, SCHEDULE IS REQUIRED FDA USE WITH POSITIVE Umos ONLY, INTERPOLATION sErWEEN LOADS IS ACCEPTABLE. OTHEIrMSE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACIUTIES IN ASIN WIND ZONES I THROUGH 3. THE (LASS SEPARATION SCHEDULE IS NOT RMUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPINING is ABOVOKED. MAXIMUM ALLOWABLE IT DESIGN PRESSURES: AS NOTM IN DESIGN DESIGN NOTES: 50""DuLF5 POSITIVEAIYD FOR S St.H NEGATNt QT8LE5w11%r1NED PER D SWtTT)05'StSINq 45(„S OWU WEE;WWTI�Tryp�THE Ty��pp��pIPN�D�COROAIE� 7Aa L7SSW -THE BUHDI CODELL BE CHA IMAM ➢�1T} E I�7y NEGATIVE DESIGN ' U UPAX7IIY�YALU EES LISTED HERRNfOR ANY aLr 15 SHOWN. GENERAL NOTES: I. THIS SPECIFICATION Ni BEEN DESIGNED AND SMALL BE FMR➢CATED IN ISBN USED IN THE now" RRFON " A Df51d1 WHICH GMIL ore.. R},jµ .-fa LLU N3 Aa ON MAXIMUM TESTED r BE ➢31LRCn4xteD AS FR D OUNTED VERTICALLY OR I SHALL sfi INRIDDI Q TD ILLCOW"AM ANCNORS PER TON FMCRCA 9EVOHD 1HAT 4AL Coom a Fwro NO ADDITIONAL So. Kisqq rD T"s oOEu"eir FJFSCATION. N„iO�A�'UMIhUN OF (i) LABEL VISIT a•� a'x11- „JM3n .A,A-ir ISY„3-a a f� ww s1T rQ4,4UttA1YY. 'bORrs6RWxllRm MINIMUM ALLOWABLE SPAN SCHEDULE i:i..•?� G1� G1F�Fa7F=iE�)F.LiCi7tbiiFJ"7F�i7 tT'"?iLTi^^f �D.F3E;"i.E7.iTiFiiEr`� ' fi,i l �'-1R i•"•r-7 • 0 Ei Li EIJit Fail F• i . ETA . FT.17 Fi . �7Fr1aE�<siIF�EL7®F3F3E7® F,17Ey7EGNE:J[:AIE�E�OFLiC-JF_iE3 F=7FiS7..E iF3F 3iEGiEiiF3F3)i. ' E'n"'T•�S^^'7 F"iF�F�t6iE7�i®DE3E3®FIB ..E,.17E'7i ©....©.. .ld.F3FZ' ....FrII.. �i�"Sd�'--.1' F�F�7FCiiErJR.�Ei�C7E�iiN[r_a7F3E'r� E�i^'[(�L..�'1 FEE �iE<SiI�E�ET➢f RTiiiE:iE:iF:.i®F� �aai^7 EiJF:.z7F�NiF:21E :it:iFIL7E.iiF.aiE�F�E� camomora Ai Too a w"ON. .w Uftw-S m r M wu AG7lD N3 Fiat! M�K MI! IAA a NO SWAKNISON FAO" QLAsi IX "Quo" WIZEN W&L Hear%Is ORfATTA riFN'J wNT NMM Epp Res-emVE COMM"i110N4 M7U a 6 1 51a C10SWl6AF00M NORALLTIOk% 4T"OYNt91"AXfT %MOM LUN SIDE KPr* 1 IJ NOT U666*AVRPOVI3�mi1O00NpIT�ONwb,RAEpY1AlD SSF4AAt10N � L5,a6prN wen. r1AN4 f 6. ASRWRfe/LS OP ' O.C. LS 1 1•r SI•N Y' NtWFNM yNlP6 1 Will! OPrf M BpRfM DOSVAS'Ma1 1]r4 ➢irHl OrtAR Y3 Y13NG NNr It1VMiN6lFNpIRpN lillprlNW TMye DP4N'1•K4i O 4I;tlL6IiLL�I�L��l6I�.�71�iI�cI�IaL11 LAST rA"B IY574L ROM IrI . MIN. 11 SS w". SRIO W/ wASleRep �� (COW i•ISMaC tCDIMKrS To r NwNi e %T11IJ51 I ADM eM ro TSM F M rANrli 1DrtoM NwNi ICM61 rrre AS e0'Ot sleep (alw 1rK AS INpD t. 1Ylsnra I'vYD1ETF IeN3Y•e 4110101114i slMDla d rwF tale •IpL xOCYpl lw GiaFN 1N AIIDIa 3f000 rxll➢IID 9MDMp TieE, • lAt1• AN0.M1K 1 •0 T➢pess FN4:L I O�EGRESS PANEL DETAIL M INTERIOR FASTENING 1� v 2,240" 0,094. 990' 27 �1I• 'Mr �" .. DD6D' 1 �91p YlUY% IY 2, M," - o,7sa' s ]t'0 a ♦ l.N D. 615, - D�694" r �,125' B:09A:, >E }�1,, � 11 I oat }iII,494' -0.3 0.094".IW -per TYP, .-rm TYP 2Ni T C+ ill 1930" 06 1"E,Q62•. �1 T-o.lis^ 2,000^ I ■■ pp J u !§35 ^�I .09D" •- 2.0001 Q�A�p ZyDr-42A00' -.� 2.D00' I- IrP. a >�D7Wii_ 1,160" .pi "Y• VgApER rota` FiE,WEg. r1. 911ED�0� ur V MEAGER 4� �j J-IAN CLWVRE �STA.._ < 1.SL 1.560.1- -41,560" 5113 3: X. 3i � 3 . 0.113" xI g � r r O.L79" IF655" @.i 045�5 0.146- 65d:' 0.350" 1.007• p`A8 i �42.500' PANEL CWtPh(iE 1 Lt L }-_ � * ', 0.250• ^ FggFit 14 A7!•,44NELLEN � y -i ten �0.S4s O• 4iso' a0s0" }Fr_ i R a.. D.zsO.. in TYP R1»wY111 0.215' 'OliOD` o.7Lo' ap.13S .Ib4 ® KI D-OUT 'r• TRW c. •E' A3y2P_ TRASI 0.090. R 0,457" f 1 0376' w,irr rJT+ I,ix�: Z S iF Av]l1 - JZF Oz >TIIIA WI IM•:Nt i - 1A00H 1 'ACVDV'ncls'-Y"L a"2AT1P. CIVERLAF II 1'I[7YI rDWlw?II tit 4" MIX, r^ CORNERCXa6aRE D[TJDL 1 � 25" r4AK D.Iea I MAX. xiP tm�M-= •�-7-w r,4lwTr IL •ki .^•rbM1i 1-. ,Elf Y7J^N,1,"�MfnX rn�•1fNY1N BUILD -OUT nx.r a•,� a-Anf: lr PSxI KDfx13i RWTR NlInII DISTANCE •11J A"Y ']TSrM EMBED 1 1.OD7 ,•Ll (+'try n M81 OVERLAP •F:W •lulu: 382D"i H X-b arlivn: V•. MAX' /."1 all llMnlf Mpxi l:l{WINr >rIM uMC•N Dt-6 -- 1t 2s• MAN -.Aaa;n'•r-ell � t a4• s N r 9. 3. v v u+ly. v y4 1.SDD' Ll s -w x-D.1I J giY r: v-<7'a MAX. , MIN VJ.'i�1Y V'I �'•? Isv,n,-,e KJ4 +ODC � ♦ aT.n 4rfv� 'DILL {¢YAV'ND3rN J"xi:4V! < IG-S (40.HFR CLO&aF'OISAI BED f^^::s'�a'.'7. xr% tn3axz s .1M'lY. xt1YNJIF.K R(J = NMRIIWNT ClO&1DEOEAa n-r1 ANSI ANCHOR SPACING SCHEDULE: 24 GAuw PANELS, PANEL FASTENERS at IjAr O.C. 2.3" EDGE VANTI _om • IRAs r pl'�a ReeNp! PRl/freR Ttrq um SPANUPTore UP T -ir .CWI Y TYP! c1 a ca c4 CYYY /YP! cf C2 C3 u 00Yr 7Tl[ _ a d u ]a'.1• CDIDm 11 DSWAOULTRK011 41 U A I 12. 5' 6 ' 1Y: '• 1 .o' 7 9 9 12. 76A 10.2 Ste' 12,5 16.0 a]" 13' 12. ' ILO" 11.8 a 0' 12.9' fi.0' s i" 5.5' i2 s1 SZ S2 e ' 1 1 11D a ]a0' 9,3N • 3 12 S' ! s' Sa 0 at a.1" LA' a ' l2S" i 5 ` Se 0 rk3 • s: " 4 12.5" ]6. 0 a. ! A 2 1 ,S S 0' e.l" 4' 5.. 12 S' 3a0 81' .4" L1+ I4^ a'IM 1 V M 33 IXh DtTRA[a" AIT 4 1 line N N_�s 52 5' ]E.➢' ISOr 1 iS' 1 1 fY 5 11 a" S D 125 60 ] ,7" '1 ]6 • 6 1 's' 0 2 6 D 9 12 T0.4" 1 4. ] 1 - S' 1a➢ 11 a ! 123" Ie0 11M' r. 9. 1 0•, 9' i. ]i 129' 1 TY 13. As S I s 2 i1 S 2- 5 7" sl.a' ASt. 12 S' Sa 0 3:9" M11 13;B" 16 D L1,8' 9,11, D I a4f M lMPrll s3 N/AL giRr590Al BST 41 .R.Y ova.vi 44 ?�( q,C K U Y'!�!r 2 it '. i 9' >d ! i r' .4 12 P 1 D" 4,➢' 11:4" .12.5 3 , " 16.0" SA•6" Y2• " 4 0"' 37.5' R I12.3" ILO" 1 ,!' ALI7" 11,5 1'2,F' fi.O" B 1 15. SarO" i 4 13 a' ]$A I 5" z i2.T' ]ee Sa 0' I is lab' Ilia" ILA" 12 r L2s" IaD" ]2.5• ILO',Q ' IO:b YO:a" 1 5' s 1 • 12, " •0' 2.8" .O" 1 .6•' 4 6" U1 4 r' 1 I IM f xH , sa wall rMHAAIr 41 M `x 52 72.r 3 ' ] it a, 1$.0"!LO'•1a,a' ]1 x Z.5 a .s" 11 0" A 14.}' 1a.o" isr 4" 1 2a' iR5' 16.E 1 :0 Id.D" Sta"Ai 1 11 azs' Sa_O. 1 . " 3Y-S'. 11 IN ITS" r ti . SLS 36,0" la 3,r'36A la 153" - 2L6" fi E DISTANCE �lw T YSr'r1U4' 33 IN bNIunRNY,Y M1 40 72 e35• r.la' a25 ]1 1$.r ,3" 625" a}" 11' I6 ' Qi e7 619" T" 2 " 13, a 7 i.l` x1.7 .1" alfi' a36 aS5• 64" a15' 9.i" t .1-11Y INMN Tl I I rvwNl II ItM3UY 41 46 62 12 4217 '11.29' *221 1 .7" a1P' 1 0 LW Y .6P5 BIT L 9i" A2' 9 6.15" 62!' a" O.i" 1x' 91111 IW'YI-11+' wales 13 a.s. TwoN 42 4 e 52 1 12.T Its 0' T:5 T3"i$.3 1$4 I&D, $4- 5.25 33A 33"' 10" Sa a' 4. ' 4 ale" L S• 12 D 46" 4.S' 1D7 4 4A" izs" ' 1 a:21" 11 a 1D T'" C L'• 6.21' 10 T 41" .0" 4 61 tut 1 4.T 4 IA23' 7" 6 Sal' d," 0" 3" 41' 6.25" 2 • 107 4.1' 4.0' 193 4 3" 41R" I r4" W ITV' MKIII 3s ALL P00(T960u0 art 41 49 52 7z 1` SILT' Ice AXAV, i2.5" Id 0' 9 I' E.5' 13 B" T" A. 12.5 31.r A3- Its". a6A' 7,B' 02' 5 12,•' 12.5' too Sf o' 9. 7.g., -- 1Z.5" ifi.0 7.7" b.2" 125'• IMD .1'. 6,2" 1Z• ' 12.5' ISO, 9.4 1117' 7_T" a2" 21 16.0" T.T' ' 12 S" I1D 7,1" 6.2". .I J)M• Own 33 IrlwNl MYr p- 41 48 52 72 ALT i6,M 6.4' S.1. aP!' Si,s' 12 13.4" S.2' 4e' 6 Rl' 7.6' YnPS" 9X' 31 3:1" 6: ' 11 4,4 4 - 6.Z5' a25' 146' M3' 9, 2' 3s' 1,9. 6.24' 13" a2s" D2" 3,5 a2" 615 91" 36• 3,1" 9.2" 33• 33" 214, Mw DISTANCE �� AYONaa !alesOaE e uT Ip M11 ► r 1 Nlr-Iry SQBr TYP! Garr TYP! d CS 13 c4 ci L7 G ee34a fi#e n C C4 U4•.7 EMS, D NMI VTn+A !ti n---.�� K14 tl-°•"••"P••'� SZ T2 12. 5• 6.0" 1 o f AP, ' 12 6A'• L6.0' 7� .5' 1 . 6.1" 6 a 1lS' in 1 ➢ i1 a al. 1Z.4' AMU. 1SD' 61" 129'. 1 /➢ 34a" DR. 12 r 3 0" 16 71.r ' 1z 16.0" U2" 6D 32.5' 0 7' 6.0" t1 1" 1rs lA SL _➢ Sao' 1 7' 9•- i . ' L 2 MO' IZ.r 160' isol. 1 " B.O.- M 711, 14 r' Vv S'�' 12,5' 3 11.7' Ji- " G.a' ➢ 194,14.7" a➢^ .11, 1 Ur Om 33 W. 00D SCRiw u 46 52 72. 12s L law v lai • 12. ' IMw, L31' 2.0 3 ,S' IL lox, 6,2" a 52.5 l6.d' 111 a 1 12 160' 87' S.6• 22,5' Sfi 9"7 S.S. A 11,5" L15 1i 5 160" ILO Td o'•Sta !ate' '11.6" 7 D" 12 5' Z. S' a4' 125 S,6" 1"' 16 0 Sera L9 a 9'0" 34- A6' 1.6' 9,6" 3 S. 1Z SR S' 12.5' ]LD r 9.r % ' 16 ➢' iR• ia" .0' $6.. S.N' 1Ji'i l•Ila• DaRD 93 AP AY P C 'DFAfi' 41 y 41 T lsxaawl�r M 72 L2.5 D" " 10, us" I2. T ,S" R 18,0' 16 A" 1] Ill" Y: 32 ' S' .0" ?0.2' 140' -12,.. 9. 12.5 L25 i2 SD2 5.0' ILA' fi 1 ,0" Sa S" 16." Q.V.9.1" 12.5' 12.5' .S' 16. 16041 10.S' 9a 9,L' e.l' 12,5" 12.5' ]2.S' SLO" 96V Ica' 9 ` AMA.41"' I Y' 'A NI NXH NPN.I W IOC 40 AlsM p 62 1*1ee0/ 22 1 S. t 1"' i6.O" A" T 5.9' ]2-S' 1 i. Nw, 4.]" 3 r 1 -IF .1• 4 A L2S 1 .4" S.S "Ia7D SS" 0.7' 61air12 ill aI 2V, ItT 23" 4 i" 49' 6,T9' 12 i ANCHOR NOTES: L ANCHOR SCHEDULE APPLIn TOALLPROOtKr;i CE3RTIFIEDHEREM, BUTONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAATMUM ALLOWABLE SPAANS AND PRESSURES INDICATED INSFAN6E21EDULE9EVLLLh PPLY, 11" OON 1 ENTF0.ANCVHR TYPE. SE ECT OSS GN LOAD L FASTENER SPACING, THE EX O NEG TIVE DEURE MATERIAL, B A R ANDYPE. SELECT OW LOAD N CITE E MALT OR ENTER TDNAMECE DESTGN 1lWO ON BHIUTTER JUNO SBLECT5AAN G(16ATER THAN OR E•OUAETD SMUREK SPAN.SFI.ELT CONNECTION TYPE B,M.4ED ON APPRWXAT£ MOUNTING CONDMON (SEE MOUNTING DETAILS ON SHrfT2FQR.IRENTIFIGMTIIXJCIFOONJECtiTYPE]]. 4. "PANEL PANYENERS' ARE STU05 USED IN IN LOW f3RCtION WITH ALl MdUNTiNNG PATRUSIONS -TAAIX L3D6D l! ETC Efl25'O,C P LFASTF ERSUNIQNG TABLE AWIi'S FOR ALL ALL bTU ANS .] B6 ANE N V 'N"-ANO •uSMALL E (S,�UDING ACCODVTwrmglau5) A ANCHORS SMALL BE IMSTAILEpTM ACCORDANCE WRM MANUFACTNRFRS' RECDMNENIOA'ITONs, S• W1LLAW BL01Xl FIDBT STWKTURESNM l CONFURM TD ASTM CW KOM 6. ND = QNT SNIVEL lF Ab.NOTQi I AN R SLHRDUL4 7 MINIMUM EMBEDMENT AND BDGEfl WTANCE E7LCLl1DE5 STUCCO, FOAM, BRUCX, AND OTHER WALL. FINISHES WALL FINISHES SHALL BE LiMfT1EOTD 11N' MNINCIR SHALL BE yE0.[PIaD BY DTHFAS TO ADQn.' EA S D HHLN 5BEE. %OED TO UNC37DED LX, 9, WHERE EXIST]NGSTRlR7UREffi WOOD FlN.AHNG, EjOSTINIi C'OtNOITTONffi MAY VARY, f[ELD VHuFY T'YWT}7ySTENERSAREIMOADEQUATEN100DFIW4INO NEM6Htfi.NOFPLYWOOD, FASTEN940 TO PLYWOOD 15 ACCEPTABLE MY FOR SIDE CLOSURE M86, 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD IRAMW6, FASTENEKSHALL BE LOCATED IN CENTE0. OF NDMWLL Y X 4' (MIN.) WOOD STUO ()4E"" EDGE DISTANCETS ACCEPTABLE FOR WOOD AM FRING), WOOD STUDSHAIL BE'SOUTHEM W G-O.SS ORQREAT92 DENSITY, LAB SCREW SHAD. PAVE PHIL IPS PAN HEAD OR HER HEAD, It. REMOVASLE A"C HORS ARE. DEWALT PANELMATE, AU -POINTS SCUD -SET a GRASS SUSHINa L2. MA04NESMEM SHALL HAVE 1(2' MINIMUM ENGAGEMENT OF THMOS INTO THE WE ANCHOR AND -WAY HAVE EITHER A PAN HENO, TRESS HEAD Oft WAFER HEAD (SIDEWALK ISHE U-M.O- l3. NB'DMUM ®4aWMBJT AND EDGE DISTANCE EIIC W DE/S STIICLC3OR OTNER MALL FINISHES. 14' 10 DESIGNATES ANCHOR CONDITIONS WHiCtt ARE NOT ACCEPTABLE USES, 15. DIRECT MOUNTING MNMTXM- LB. LINEAR INTERPcL9nDN LS MOr PIRMTrTED F67R USE WITH THE ANUCk SCHEEDULUST8119N THIS SHEET, 2 It 9 ^W W L _ O N s: C M (D O M C O LL In EL ,E m _0 ._ �/U'� VJ Q Q v N c o cr) - d} 'C 0 W C2 L O 00 00n O L° `-) LU O m X c, LI. i1 M O - � o r !V Y d N r r C CD w Q u •3 � 3 6- e w tJ U di d C C CD d ` AW`] W V CU O L CL O ^^L U�'^ V�1e4/1� `V 4dpu/ LU Q Z Z Q J SHEET NO. SH 1.5