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HomeMy WebLinkAboutFloor PlanWIND❑W SCHEDULE R. ❑, SIZE D. P, MARK TYPE STYLE NOTES W H + - j J 5' -0' X 5' -3' HORIZONTAL 5' -1' 5' -4N \� SLIDER O3'-0' X 5'-3' HORIZONTAL 3' —1" 5' -4' SLIDER O 3'-0' X 5'-3' HORIZONTAL 3' —1' 5' —4' SLIDER ® 16' X 60' FIXED GLASS 61' 17' OBSCURED O 2'-8' X 5'-3' HORIZONTAL 2' —9' 5' —4' SLIDER © 2' -8' X 5'-3' HORIZONTAL 2' —9" 5' -4" SLIDER I J 4'-0' X 4'-0' HORIZONTAL 4' -1' 4' -1' ,/ �-/ SLIDER ® 5' -0' X 6'-0' HORIZONTAL 5' —1' 6' —1" SLIDER e 5'-0' X 6'-0' HORIZONTAL 5' —l' 6' —1' SLIDER DOOR SCHEDULE MARK STYLE (EXTERIOR) DOOR D. P. N [IT ES WD HGT + 1 DOUBLE EXTERIOR 6' —0' 8' —0" SGL, LITE FRENCH MAIN EGRESS —DO NOT SHUTTER F2 OVERHEAD GARAGE DR. 16' —0' 8' —0' ❑,3 OVERHEAD GARAGE DR. 10' —0 8' —0' ® SINGLE 2' —6' 8' —0" INSULATED FIBERGLASS SLIDING TRIPLE EXTERIOR 12' -0" 8' —0" SGL L I TE F RE EGRESS DOUBLE EXTERIOR 6' —0' 8' —0" SGL LITE FRENCH 07 SINGLE 2' -6° 8' -0' I SULATED FIBERGLASS MARK STYLE (INTERIOR) DOOR NOTES WD HGT 10 SINGLE 2' —8' 8' —0' METAL W/ CLSR, OSINGLE POCKET DR. 2' —8' 8' —0' HOLLOW CORE-6 PNL, 3� SINGLE POCKET DR. 2' —8' 8' —0' HOLLOW CORE-6 PNL, 40 SINGLE POCKET DR, 2' —6" 8' —0' HOLLOW CORE-6 PNL. 5� SINGLE POCKET DR, 2' —8" 8'-0' HOLLOW CORE-6 PNL. 6� SINGLE POCKET DR, 2'-8' 8' —0' HOLLOW CORE-6 PNL, ODOUBLE 2' —6" 8' —0" HOLLOW CORE-6 PNL 8� SINGLE 3' —0' 8' —0' HOLLOW CORE-6 PNL. g� DOUBLE 2' —0' 8' —0" HOLLOW CORE-6 PNL, 10 SINGLE 2' —8' 8' —0' HOLLOW CORE-6 PNL c 0 V QA/ -I ()# Z CC) �,D �L,J"zl-`D O cf) LI-) O 1 O I LO �—� 1 Ir) El \ 0 W `D 0cl�—d \ (�j 0 m U 0--, 1`- W D LO U-) JJ I (� �1 O m �Tl q I,- r � Q F— M OCf�I\ �00E::1 I-- U H cf)I`-a\_/ J _j LU W 0 V) o 0 w t�a to s Qo ct WINDOW SCHEDULE R. ❑, SIZE D. P, MARK TYPE STYLE NOTES W H + _ (D 5'-0' X 5'-3' HORIZONTAL 5' -1" 5' -4' SLIDER O 5'-0' X 5'-3' HORIZONTAL 5' -1' S' -4' EGRESS SLIDER 0) 3'-0' X 5'-3' HORIZONTAL SLIDER 3' _ 1 5/ _4W EGRESS ® 3'-0' X 5-3' HORIZONTAL 3' -1' S' -4' EGRESS SLIDER O 3'-0' X 5'-3' HORIZONTAL 3' -1' S' -4' EGRESS SLIDER © 3'-0' X '5'-3' HORIZONTAL 3' -1' S' -4' EGRESS SLIDER O 4'-0' X 3'-0 HORIZONTAL 4' -1' 3' -1' SLIDER ® 4' -0' X 3' -0 AL HORIZONTAL ORSLIDERI 4' -1' 3' -1' 1 ® 5'-0' X 5'-0 HORIZONTAL SLIDER '5' -1' S' -1' 5' -0' X 5' -0 HORIZONTALSLIDER DOOR SCHEDULE MARK STYLE (INTERIOR) DOOR NOTES WD HGT 1D B I -PASS SLIDER 6' -0' 8' -0' HOLLOW CORE-6 PNL, 2� SINGLE 2' -6' 8' -0' HOLLOW CORE-6 PNL, 3� SINGLE 2' -8' 8' -0' HOLLOW CORE-6 PNL 4� SINGLE 2' -8' 8' -0' HOLLOW CORE-6 PNL OSINGLE POCKET DR, 2' -8' 8'-0' HOLLOW CORE-6 PNL. SINGLE 2' -8' 8' -0' HOLLOW CORE-6 PNL, 7� SINGLE 3' -0' 8' -0' HOLLOW CORE-6 PNL, 8� SINGLE POCKET DR. 3' -0' 8' -0' HOLLOW CORE-6 PNL, 9� B I -PASS SLIDER 6' -0' 8'-0' HOLLOW CORE-6 PNL, &-t- c i d r U ►4 ' CO `D Wd'`D O H� > M --t Cf) •--I H Ln O W CY 1 O I Ln — W 0') 1 V Lo O O \ CU O d CU O Pa u 0-) 1-, IOLn IP W W I q O m QI -M � oo cu 0 n// I-- 00 El 1`- U F--i V 1 f-- n -/ W LLJ AUGUST 24, 2020 113 Planning & Development Services Department i; Building& Code Regulations Division _ol •� (;'� ������"'„ 2300 Virgin i a Avenue, Fort Pierce, FL 34982-(772)462-1553 Certification for Design Load Compliance Project Name: LEGACY IV MODEL Project Address: 7466 LEGENDS DR. Permit#: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: * This certification must be completed, signed, and sealed by the design professional of record. * Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and Ld certain minor building permits at the discretion of the local building official. Contact the # above for questions. Q DESIGN PARAMETERS ANDASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2017 6th Edition with 20 _Supplements using ASCE 7-10 D 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open 0- 3. Risk Category: I X II 111 IV Exposure Category: B X C^ D H 4. Design Wind Velocity 150 mph 116 ASD N/A LRFD End Zone Width: 5 ft CU 5. Mean Roof Height: 25 ft Roof Pitch: 6 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 187 18.7 18.7 32.5 32.5 30.8 . Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: 40.1 -76.5 -35.2 -43.5 0 -29.7 -51.7 7. Design Loads: Floor: 40 PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony: - N/A PSF M Dock: N/A PSF Deck: N/A PSF Stairs: 40 PSF Fence: N/A PSF Railings: 50 PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Cert Auth. Paul Welch Inc. ON PLAN 10/12/20 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Signature, Date, and Seal Company Name & Address CALCULATE ATTIC VENTILATION ATTIC (1ST FLOOR) = 1503 SQ. FT. 1503 1150 = 10 REQUIRED VENTILATION 194 L.F. OF 6 X 18 VENTS @ 48 " O.C. = 36.38 SF / 2 = 18.2 SF AVAILABLE FOR CROSS VENTILATION 18.2 SQ. FT. > 10 SQ. FT. VENTILATION O.K. PROVIDE 6" X 18" SOFFIT VENTS cr) 48" O.C. CALCULATE ATTIC VENTILATION ATTIC (2ND FLOOR) = 1435 SQ. FT. 1435 /150 = 9.57 REQUIRED VENTILATION 206 L.F. OF 6 " tot 18 " VENTS 48 O.C. = 38.63 SF/2 = 1.9.3 SF AVAILABLE FOR CROSS VENTILATION 19.3 SQ. FT. > 10 SQ. FT. VENTILATION O.K. PROVIDE 6" X 18" SOFFIT VENTS @ 48" O.C. 6 1 3',7 f _ 5,2. 5'-0' X 5'-3' HORIZONTAL SLIDER (2) 3080 FRENCH DRS, "7�-;-p i nill 15 5'-0' X 5'-3' HORIZONTAL SLIDER METAL ROOF 12 6 24' COL, 11 10,STAGGERDED STONE BASE SILL �L 5' -0' X 5'-3' 36' X 5' -3' 36' X 5'-3' HORIZONTAL SLIDER HORIZONTAL SLIDER HORIZONTAL SLIDER F.RON7' ELEVATION 12080 SLIDING GLASS DOORS (2) 3080 FRENCH DOORS BACK ELEVATION Li F-- I 0 i-� C') OJ �Wd-`0 — O �>M ---, --i H Lf-) O W 1 O Q Q W LO LL Q> I �z L0 O O W `0 O \ n/ H 0 CF-) � W U-) W I U) M W O �- GL 1-- M COI-Cj O a/- I`- �03OI\ W — I` n , W �wrm� UL 00 00 LLJ o cv 0 Room U I 0 U Lq LU iLD Izi- AUGUST 24, 20201 PA -�l ( TYPICAL GENERIC R17UF PLAN 'PLAN VIEW') A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE (l NAILS AT 6' O, C, PERIMETER AND 6' 0. C, FIELD ZONE (2) NAILS AT 6' O. C, PERIMETER AND 6' O, C, FIELD ZONE (a) NAILS AT 4' 11 C, PERIMETER AND 6' O, C. FIELD NOTE - ROOF SHEATHING SHALL BE 19/32' THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS ( PER FRC803, 2, 3, 1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE, EAVE A„ ROOF SHEATHING NAILING ZONE 12 6 LEFT SIDE ELEVATION 16' -0' X 8' -0' GARAGE DOOR -,,5 o , F, 10' -0' X 8' -0' GARAGE DOOR RIGIIT SIDE ELEVATION (TYP. ) (b `D Q'� O J LJ d�D — 0 M- j l I a—i —i Ln O Lf-) LL CF,) I �z Lf-) O 0 \ Ri 0 n0 W �-D- a Pq U V ' I- W -:D Ln Ltd JJ I O m �Qf—M 0 0 =kk Cn I-- N - 0�y� �I-- m E-1 I-- U F—i W U�r-n\-/ J Ld u wo ljj a} m � Z 0 a 0 u pq uu AUGUST 24, 2020 PB ELECTRICAL SYMBOLS e PUSH BUTTON SD/CO SMOKE DETECTOR 0 CARBON MONOXIDE TYPE O SMOKE DETECTOR SD 0 220/AC DISCONNECT PULL SWITCH CEILING LIGHT P. C, rtm CEILING LIGHT W/ EXHAUST FAN fEXHAUST FAN VAPOR PROOF -�V - RECESSED CAN LIGHT FIXTURE RECESSED CAN R LIGHT FIXTURE FLUORESCENT FIXTURE CEILING LIGHT FIXTURE WALL MOUNTED LIGHT _.,__HANGING LIGHT FIXTURE SINGLE POLE SWITCH THREE-WAY $3 SWITCH DOOR CHIME DUPLEX RECEPTACLE SWITCHED RECEPTACLE WP/GFI WATER PROOF (GFI) RECEP, GFI GROUND FAULT INTERRUPTER TV TV OUTLET TELEPHONE OUTLET FLOOD LIGHT PRE -WIRE DIMMER ELECTRICAL NOTES M PRE -WIRE ONLY (LESS OTHERWISE LABELED) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT, SMOKE DETECTORS TO BE LOCATED AS SHOWN, SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE, PROVIDE ARC -FAULT PROTECTION FOR ALL BRANCH CIRCUIT OUTLETS. PER N, E, C, 210,12 EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT, PROVIDE PHONE AND TV OUTLETS VERIFY LOCATION, MICROWAVE OUTLETS TO HAVE DEDICATED CIRCUIT. ALL BATH, GARAGE, KITCHEN, AND EXTERIOR OUTLETS FHERE NOTED TO HAVE GROUND FAULT INTERRUPT. PROVIDE LEDGIBLE DIRECTORY AT PANEL INDICATED INDIVIDUAL CIRCUITS. ALL WORK SHALL COMPLY WITH THE NEC (NFPA 70) 2011 EDITION CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' FROM ALL BEDROOMS, PROVIDE TAMPER RESISTANT RECEPTACLES PER N. E. C. 406, 11 MOUNTING SPECIFICATIONS (DISTANCE ABOVE FLOOR) MAIN PANEL SET AT 48' KITCHEN (GFI) CENTERED AT 44' WALL LIGHTS CENTERED AT 83' WALL RECEPTACLES CENTERED AT 16' WASHER RECEPTACLES CENTERED AT 44' GFI RECEPTACLES IN BATH CENTERED AT 44' W, P, GFI OUTSIDE CENTERED AT 16' TELEVISION JACKS CENTERED AT 16' TELEPHONE JACKS CENTERED AT 16' WALL HUNG TELEPHONE CENTERED AT 56' FLOOD 'NOTE ALL COFFER OUTLETS TO BE ON DIMMERS AS MARKED, ' I LuuL L I M I #4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE, USE ALL COPPER WIRE 00 -,D Wd`DO —+ > M --1 �- Ln O 1O -iLn — LL m �z Ln co oLd',D nn�'' H � l j Q (q U m I-, W Ltd In mp o Q 00 (- j OryI-- coW r U H LL 00 00 rr +:. 0 1­ ('� c.. rl- rr _ 77 0► • < r Z AUGUST 24, 2020 ELECTRICAL RISER/DIS-f, NOT TO SCALE 3a ELECTRICAL SYMBOLS e PUSH BUTTON SINGLE POLE SWITCH SD/00 SMOKE DETECTOR © CARBON MONOXIDE TYPE THREE-WAY $3 SWITCH OO SMOKE DETECTOR SD DOOR CHIME ® 220/AC DISCONNECT DUPLEX RECEPTACLE PULL SWITCH CEILING LIGHT SWITCHED RECEPTACLE= P. C, WP/GFI WATER PROOF CEILING LIGHT (GFI) RECEP, 701 W/ EXHAUST FAN GFI GROUND FAULT � INTERRUPTER fEXHAUST FAN TV TV OUTLET VAPOR PROOF -�V RECESSED CAN ® TELEPHONE OUTLET - LIGHT FIXTURE FLOOD LIGHT RECESSED CAN PRE -WIRE R LIGHT FIXTURE FAN PRE -WIRE ONLY �— FLUORESCENT O FIXTURE (UNLESS OTHERWISE LABELED) CEILING LIGHT FIXTURE -(- WALL MOUNTED s LIGHT HANGING LIGHT FIXTURE ELECTRICAL NOTES SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT SMOKE DETECTORS TO BE LOCATED AS SHOWN SMOKE DETECTORS TO BE INTERCONNECTED Sid THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE, PROVIDE ARC -FAULT PROTECTION FOR ALL BRANCH CIRCUIT OUTLETS, PER N, E, C, 210.12 EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT, PROVIDE PHONE AND TV OUTLETS VERIFY LOCATION, MICROWAVE OUTLETS TO HAVE DEDICATED CIRCUIT, ALL BATH, GARAGE, KITCHEN, AND EXTERIOR OUTLETS HERE NOTED TO HAVE GROUND FAULT INTERRUPT, PROVIDE LEDGIBLE DIRECTORY AT PANEL INDICATED INDIVIDUAL CIRCUITS, ALL WORK SHALL COMPLY WITH THE NEC (NFPA 70) 2011 EDITION CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' FROM ALL BEDROOMS, PROVIDE TAMPER RESISTANT RECEPTACLES PER N. E. C, 406, 11 MOUNTING SPECIFICATIONS (DISTANCE ABOVE FLOOR) MAIN PANEL SET AT 48' KITCHEN (GFI) CENTERED AT 44' WALL LIGHTS CENTERED AT 83' WALL RECEPTACLES CENTERED AT 16' WASHER RECEPTACLES CENTERED AT 44' GFI RECEPTACLES IN BATH CENTERED AT 44' W,P, GFI OUTSIDE CENTERED AT 16' TELEVISION JACKS CENTERED AT 16' TELEPHONE JACKS CENTERED AT 16' WALL HUNG TELEPHONE CENTERED AT 56' EXHAUST FANS SHALL MEET TGE FOLLOWING CRITERIA: VENTILATION RATE, VENTILATION SYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST T MINIMUM AIR FLOW RATE, MINIMUM REQUIRED EXHAUST RATES FOR ONE AND TWO FAMILY DWELLINGS AREA TO BE VENTILATED VENTILATION RATES KITCHENS KITCHENS 100 cfm INTERMITTENT OR 25 cfm CONTINUOUS MECHANICAL EXHAUST CAPACITY OF BATHROOMS - TOILET ROOMS 50 cfm INTERMITTENT OR 20 cfm CONTINUOUS FOR SL, 1 CUBIC FOOT per MINUTE = 0,4719 L/s NOTEi SEE ELECTRICAL PLAN FOR EXHAUST FANS LOCATIONS, U co "D m (U Ld d 1,D O H > M c---i U� _--i F--- { Ln O Wcl� 1 O LL_ m I in O o -, -, (v oW0 O Q mot- `, (v 0 P m r, W UO III I _1 I �q O m M Q co ( ��0n/r- u FINISH GRADE CONCRETE SLAB X 0 5' -8' 16' -1" 14' -2" #5 REBAR 4' -2 1 /2" 5' -9' 1 4'-2 1 /2' I _?_ HB CONCRETE SLAB 4" F. FLOOR =III •� i=1il-III- co =IIIIII•b III III III III ICI III ICI III II n (3) #5 MINIMUM CONTINUOUS 20" 4" 3N COVER MINIMUM F1 BEARING FOOTING SCALEI 1/2"= l' -0" -r— P r-#5 REBAR z 0 CONCRETE SLAB 3 1/2"� F, FLOOR co 1=III=III=III=1 •:•� •�•.. � •:�: III=III— - �' Ell =III=III=III 1=III=III=III=11=lil=ni III=III=III=III III=III=III= (2) #5 MINIMUM CONTINUOUS 20" 4" 3' COVER MINIMUM F4 BEARING FOOTING W/ STEP SC ALEI 1 /2" = 1' FINISH FLOOR 3 1/2' III=III=1 6A OD 11=III=III III=III—III= - . II=III=III=III II=III=III=III=.I-III—III—III=11— — IIi-III-III= III-III-II=III-III-III-III (2) # REBAR 16' CONTINUOUS F2 INTERIOR BRG, SCALEI 1 /2" = 1' -0' #5 REBAR CURB RECESS @ SHOWER 4" VARIES FINISH FLOOR GRADE 3 1/2" 0 III III III III III-:: �, �::•; � •;:':-=III=11�1--'�'�III=III=I I=III III III III=11 w =III=III= �-• • ... •.•.=III=_nl=lil=lil=lil n1=11=1u=1i1= III=III=III o .. 1=III 8" =III=-• _• '•- III III IIi lli 111 1111111111111111111= (2) #5 MINIMUM CONTINUOUS 16 3" COVER MINIMUM F8 SHOWER/CURB/RECESS SECTION SCALEI 1/2" 1' -0' #5 REBAR z H 7- 5/8' CURB 41 CONCRETE SLAB FINISH GRADE 00 III •�=III=III= , =III I=III= 1�1—ICI �- =III III •: o• II =1 III III III ICI III ICI III II II =— (2) #5 MINIMUM CONTINUOUS 16' 4'_ 3" COVER MINIMUM F� CURB SECTION SCALE: 1/2'= 1' -0' 0 I c� 8 4' -10' 11' -3" 0 0 a — co CD I co I 0 4' -2' 2" 4' -2" � I 1 F8G I o0 0 1 C0 Ell 101EI LA CL LA iu M I ccu 0 I I i 10 3' -6" 3' -5" 3' -5' 3' -6" I ® —{ CU I I 3' 9" 3' —1 1 " � 3 1/2' RECESS 0 C] 0 0 0 0 0 @ SHOWER I O i IE1l0 0 r— — — — — — — —— — — — — — — — — 0 1 'N A- 16' —7 5/8' f1Htl E] II II I I . I 1 0 Q F1 10' -11 3/4" 00 N iu I I i I e rl9'' 55 3/4' El F2 w G I ' ' NEj 0 0 CJ - - - - - 2 CI- - -I � REF. r - —I � _ 01 --- I 5 � INTERIOR BEARING I I I I i d I PR❑VIDE ICE (STAIRS) 1 I MAKER LINE I I I In I I I I F1 I m co I °o t o I I I o F O I `n SLOPE Eli CD . i` 1z MAX, I° 4" CONCRETE SLAB (TYP, ) 37' -8' 4' -2" 4' -2" 200 AMP P❑WER PANEL 4/-2- 4' -2' 4' -G' — — — — — — — — — — — — — — — —I �, I El M 0 I s cu 37' —0" 1 _ I C] pq F6 X Q � U cu N w CL cu 0 -4" ELEVATION I cy 0 m RECESS FOR ❑, H, G, D, I 0 HB i c Iu — — — — - — — — —. — — — — — — — — — — I �! OPE,j 0 0 � SL P 16' -0" I 2' -6" 10' -0" 2' -6" 36' -2' I -4" 2' -9' , _4 . 14' -1 3/8' cd=1r I 1 A -( c- fZ �l El co 3 I a EI L__ L 6/ _0. M I co7 -9 I X O aElI X 1:3o w -c �I s% 20" C, El 1 o 6' _o" I d CONCRETE PAD ( �o I N Z RUN CONDUIT W/ 4 5 REBAR @ 6' D.C. Ln I TO ISLAND L EACH WAY 1 I J 1 -- zW M I I I o m:'o El I I I Ell 0 ° ° Ln I I I 15' -0 1 /2' 1 I I ' I I cv F 4 0 I FTGEl 1 N d- I cl- J In I N I 0' —0' 00 I I W % TOP [IF SLAB � n, 'i SLOPE N 00 i W o 0 I F4 I 1 1 I MAX. ,< I "' 'v c, c N I N 8'-8" I 4' THICK CONC, (2500 PSI MIN,) SLAB W/ FIBERMESH OVER I RI 4'-2 3/4' 3'-7' ( 6 MIL POLYETHYLENE VAPOR BARRIER ON CLEAN 95% I \ COMPACTED TERMITE TREATED FILL, I co I 3 1/2' STEP HE 'v F8 3 1/2' RECESS \ @ SHOWER c 4 El co I � _ I 0 0 in L— —� — — — — — — — — i - — — — — — — — — -- — — _j I 1 .® co 0 0 0 0 E]0 IL— I 00 0I 1 101EI ' -3 1 / " 3' -3" 2' -6 3 8' o — - 6' -0 1 /4' 4' -5' N Ell Rol El HB 4' -6" 4' -7 1/2' 6' -0 19' -1 1 1 /4' 7' -4" 15' -4 3/4" 6' -0" 42' _.EI" 1, ALL DOWELS AND VERTCAL BARS ARE #5 2, #5 REBAR 44" 10, 3, ATTACH DOWELS TO FOOTING STEEL 4, VERTICAL BARS TO EXTEND TO TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOK, 5, FILL CELLS AT VERTICAL DOWELS, 6, GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60. DOWEL ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 3-3/4' FROM EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE, FINISH FLOOR 11111= III•=1 4 .' .• � �� . - � � �R� �;p II —III —III --I � e . � ,� �e ' - IT--III==11►�' III -`III —III MEE II III 1�1 III III III III— II III III IIf'lll III II III I� III=III=III ( 2) # REBAR - CONTINUOUS OVI INTERIOR BRIG, SCALEI I /2' = 1' -0' a �u 1 u 00 ,D m cu W "zQ- �,D — o — n O WQ� 1 O In co EIW,D \ QPqum I-- LJ D In LO I I I q� C::� o m V J V J Co F- Ri O rvI\ 00 0 1` U - I -a-\--/ J LL -11 LLJ Mrro �.ui AUGUST 24, 2020 WALL FINISH / INSULATION NOTES 1) INTERIOR TO BE Z" DRYWALL FINISH. 2) ALL INTERIOR. GYPSUM BOARD TO BE MIN. i" THICK VVITH (13 GAGE, 1 „ LONG, 64" HEAD; 0.098" DIAMETER, 1 "' LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER., 15" LONG, 64"' HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 18" LONG, 31" HEAD) SPACED AT 7" O.C. FOR NIALS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE V4TITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 51 WALL AND CEILING FINISHES SMALL NAVE A JFLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION 1MIATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 79, C 4751 C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEIMIBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 '"'HEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACED TO X i" CM13P 1105 UNCONDITIONED SPACES SHALL BE 11TEATHERSTRIPED AND INSULATED TO @ 24" O.C. vEPf. A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING @ 10 035 W&I-5 SURFACES,. A WOOD FRAMES OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2. 5) -WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CT1MI PER SQUARE FT, AND f301TOM C0I'I7 0r TpuSs 5fucco 50FF I f bN Ali PIZYWm (w/u5 ANP CL6) 2 X 4 WO TOr PLATE OV Ix.5 mrAL pUNNEP? 2XIW0017511V5@21 O.C. or, I I" x 3" MrTAL 5,W5 @ 24" O.C. P" 17P?YW&L 130[N 51PF5 (5EE WALL rIN15H NO115 EOp WLL5 A19WENT TO %IOW ANP TU13) 2 x 4 r'.T, WOOP [30ff, 1AIF 9n I �" X 3 $" MEm 'UNNM W1 TArCON5 a 24" O.C. :ONCTit EL06V SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BEICA1� TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSh (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAA1S: I "' SUSPENDED SLABS: I " 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR. DIAMETEII EXCEPT AS NOTED GRADE 60 STEEL ]MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITTING OR CRACKING OR STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE .MANUFACTURERS INSTRUCTIONS AND STANDARD (3 PRACTICES. 10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING - SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. IN 11) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6 O.C. EDGES AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 12) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8' BEARING. 13) PROVIDE #5 CORNER BARS W/ 30" MIN. LAP SPLICES FOR BOND BEAM. 14) STUCCO CEILINGS AND.SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER WIRE LATH 117111 GA. 2 NAILS W/ O HEAD @ 6" O.C. OVER 8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS OF 15# FELT OVER EACH FRAMING MEMBER). " DRYWALL (CEILING) w") 8"X8" CONTINUOUS CONCRETE BEAM BLOCK W/(1) - #5 BAR II` 000 PSI) CONC. FILLED EACH CELL 8" PRECAS LINTEL W/(1) - #5 BAI (3000 PSI) CONCRETE FILLED CELI AT ALL DOOR OPENINGS AN[ WINDOW OPENINGS (SEE LINTEI SCH. f=OR MORE INFORMATION ROUGH BLOCK CONC. CURB NT5... T1'pICAL WALL 5FC110N (6AP,,,A6F)_ M- v_ V?,4u v ON 30# ROOF FELT ON 32" CDX PLYWOOD ROOF SHEATHING WITH 8D RING -SHANK NAILS PER DETAIL PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. METAL FLASHING (DRIP EDGE) 1 X 6 CEDAR FASCIA OVER 2 X 4 WOOD SUB -FASCIA STUCCO SOFFIT PER DETAIL #5 REBAR W/ 90 DEGREE HOOK 8"X8"X16" CONCRETE BLOCK (MASONRY) #5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL (SEE PLAN FOR LOCATIONS) 51-UCCO FINISH Y5 REBAR W/30" MIN. LAP SPLICE -WISH GRADE k4ow PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS N1"5... PROVIDE 6" X 18" SOFFI T VENTS @ 48" S I UCCO OVER WIRELATH W/ 11 GA 2" NAILS W/ 8" O HEAD @ 6" O.C. OVER �" METAL RIB LATH @ 6 O.C. W/ (2 LAYERS) OF 15# FELT OVER WD FRAMING MEMBER (TRUSS TAILS). N15, STUCCO CEILING PER STRUCT. NOTE# 14 (1 ROW) 8"X8" CONTINUOUS CONCRETE BEAM BLOCK W/(1) - #5 BAR IN (3000 PSI) CONC. FILLED EACH CELL 8" PRECAS LINTEL W/(1) - #5 BAR IN (3000 PSI) CONCRETE FILLED CELL (SEE LINTEL FOR MORE INFORMATION) R-19 INSULAI ION 1" DRYWALL (CEILING) `?'t"),Z»'P 8"X8" CONTINUOUS CONCRETE BEAM BLOCK W/(1) - #5 BAR IN (3000 PSI) CONC. FILLED EACH CELL 8" PRECAS LINTEL W/(1) - #5 BAF IN (3000 PSI) CONCRETE FILLED CELL AT ALL DOOR OPENINGS ANC WINDOW OPENINGS (SEE LINTEL SCH. FOR MORE INFORMATION; Z" DRYWALL (WALL) 1X2 FIRRING c@r 16" OR 24" O.C. F1 FOIL INSULATION SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. #5 REBAR W/ 90 DEGREE HOOK 8" X 16" CMU COLUMN WITH (2) - #5 BARS VERT. FILLED WITH (3000 PSI) CONCRETE, CORNER COLUMNS ARE 8" X 8" X 16" CMU COLUMN WITH (3) - #5 BARS VERT. FILLED WITH (3000 PSI) CONCRETE STUCCO FINISH #5 REBAR W/30" MIN. LAP SPLICE FINISH GRADE k25U0 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS 1wicAL Col-UMN 5�cfioN (cov, rorc1d) PL G<-OQ '" ON 30# ROOF FELT ON 32" CDX PLYWOOD ROOF SHEATHING WITH 8D RING -SHANK NAILS PER DETAIL PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. METAL FLASHING (DRIP EDGE) 1 X 6 CEDAR FASCIA OVER 2 X 4 WOOD SUB -FASCIA STUCCO SOFFIT PER DETAIL #5 REBAR W/ 90 DEGREE HOOK 8"X8"X16" CONCRETE BLOCK (MASONRY) #5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL (SEE PLAN FOR LOCATIONS) STUCCO FINISH (#5 REBAR W/30" MIN. LAP SPLICE =1NISH GRADE TTICAI, WAIL 5CCl'loN kZ500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS Nr5... PAUL '" IEL `V H INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BI.LTMORE ST. SUITE #114 PORT ST. LUCI.E, FL 34984 PHONE (772) 785-9888 E-MAIL PWELCIIINCaO,AOL.COIVI PAUL WELCH, P.E. FLA. REG NO. 29945 I L", Lu .J m N .... k.�w [ 0 F_ V) z ` G lz V @L J cn SHEET NUMBER OF -c" E— co �8- F'-11..C1�S'k SI�,"h1Y 1'T� �.AB ��1 rki t�t� €'CC,t� t.t;.N'�`}iOEP'~ � m� _ . data` ttE,4i7FR S'I1.[i'fS ��' L "' VATL 0 �f ^ $ d �-r� $; f> � �"' �m .� ---- `t R7,.t �',,. C. R ROUT, e �, �t-� � �' � ` f k . � �r+r:�r� rat `� tTt a}bttt. 1 rlitt't 7}f4C P kl�§G1 aa! [ k,.h"{ t �r f s r€ 10d X t V! A 11-3 'BI11(1o{j,,: :..:___PLV vOO:D WALL SHEATHING STIMP t� i'L't €ss itt CsE.tk > U�tttt"Slrt[;;t7t�t' C.kt'a1.2ri 4§°Ittt(fN)- t I GRADE D FELT PAPER (APPLIED LAST) � So PROVIDE BEAD OF SEALANT 3/d' IEt6'9 �. b$ 2 )62'W'00D IMAM WITH FROM EDGE OF OPENING UNDER FELT b — r ! 1,d1d3t71.FsT t31_.lC[� f'aC:t APPLY FELT TO EXTERIOR OF - „w. t 9 r NA11.Fi0 trff dt?;iMAft,.S AI �'°,,1 FELT OVER JAMBS _ ti, - 't' Yric t':ttt r 'r E c�,l`sD V()[`r��M M OPENING AND FOLD , R 1 h, 8t,1 f 1 [.t } R,w E V +-' n r .,c - " , ,..t i it 7 ti„ Y„,,:: 1 ! .. y : ., , -� W INDOW OPENING �, I 9 r[at] UPS �',���..Rf�:��.' ",td.-,� �'°r��f l:�fl_:Cifr�'t4thr.r�alri,.LNI,�.r s fC..11,,1.�..f'+!�.,tlt�,� {._ _( IW . ,, ,. X . . v ht f � £ � F? �t R°.,`4�,� ,:. � '� . ,. ... :, i .. 3 �,,��-, t� `; H E,.KL C.r,. STG GS .. , iJ [ GRADE D FELT PAPER SILT PANNING tul .,> . �!� 1 T (w 2X4 sifT t: '''' '4 APPLIED 2 t a t: Ilx.k}}L.at,tl:�n,_r,p!„-.rlllt..t � WRAP OVER ENTIRE SILLY OVER F3LT�c'-C; QL, w 3' tv v„w , 4 � y� �' � �`� } _— ! t.,a'�`f E: at f 1lf ..[,°lt,,.t-N SI t94 at4;1 t13 L. SILL PANNING 4 PROVIDE p T � : AP t :.VFW-T � �t..c�:r' ,:., - ,. � �' ,, �p�. ���� a i a Roes ,.. .. :. � 3„ U u:7WNecr} At, t i I r BEAR OF SEALANT /a FROM EDGE F=��1. _ . Ul�! _. : r /Ita M tro.T._ fi WOOD BYP�AiSTsT1C,AT OF OPENING UNDER FELT'7 t ST : I p I r r, e— f I•F51t31,17 4al Slt h. a n .f parr w >. GRADE D FELTPAPER APPRON APPLIED 1 ) 11 vo : �•t I I . ? t r y, !,!p �, at,�,4,l,Trr�:� r,.,��..rt �rr_ac. d.�F ��t t..T}r�,v: � WIDE CONTINUOUS UNDER SILL PROVIDE 3 yy ,.; BEAD OF SEALANT / FROM EDGE a !� i v r ,, , w. ;ii+ .._mn .....e..C, it14-, f. TF, 1 1 #.}4 R . 3 d-tt_b rtt OF OPENING UNDER FELT � �°r f �G , < �. � LHE,�g ETA—. �sy D I,. s�A "I"� Pl °rt j �, ,>M ' l l � NOTE: '; f I ` ', :� STUDS ]4 AND � �}i h , ; "w� `I"F,: fi ' WALL _ . ,sA t� ',I�, � , 4.. '� _ r . i Cp . •- y I wvq lot FEAME PFTAI L- ,a t't WINDOW O GRADE D FELT. )�LATEUROOFING DETAIL NO i'E., APPROVED PEEL' AND STICK l!�IA�t' BE USED IN'LIEU OF _^e'�'.„t,'.nvE of p' �s@�,a '➢4 ^,m"�'�� - '' :.. , , S F 1 : .. Y ^ pit FrP- Ott as�a }4r4 "lft � Pad w ne, M : t i OLJ u -I .! p p • v. q I N yE`A�R�•kw'���''"--�ew,� _,:.-..., "�"`, 'rt�?si`t.,t &'�.."'3 �,�-..t_pC�,�t,�1 ,., i Iilt ,,; { °,� �� `'� � i"G•��, �„e`$,'��i.t(p d..t � fit- �""� jl i i 1 " s 'ptCIL� Gr,,. I C,x ;a, ;° , �� ���� , �' _ �.y`�.tu��•�'7�3 �.��� �� - d' � _ ....'- -I L Ito Tu�tr�t}nrT� ifs , ........ a .,,.. is : - ! D L SH�ATHII3CT �" �"y,A,`�� s, '�aet "°@„ � � ���� 1,• PLYwOO WAL _ fi , E' GRADE D FELT PAPER �r ,r: t r ; 1 I ' I , . • !1 PLOVIDE BEAD OF SEALANT FROM EDGE OF OPENING UNDER FELT APPLY FELT TO EXTERIOR OF G AND FOLD FELT OVER JAMBS i -~ �^ 1 OPENIN � I tg. I,' }� � �� s � �(''I I s' 9' - ��TJ�G•'�" f trli �'r'� , , i i? M :'h!t?I tI — DOOR OPENING $ , �. I :.,:I,- ii-; :'I' �•ft kt' •..;- `"'^•':"..,� Ir,€.d� �� E; p cam' �.,�, .:e�. ,�c^'': i , ,, f ,II (:��:' ^>r _ .. - �..... ... � ✓ I � C �°� VV ��� �•� ,afF ,r �: r�? a' 1 L- t:; i ,i i f'1 , `I .i :I _ r �a • wy - - - , ! ' ' j � I Jp ,, , t . � f � 1 ,. - •� � � .. � �' l+'sr <N' � i'�CSa'F,�'"+�- ^�tC3a �'`.. .� "! .�,,.^'- �"""� �""1. •`w'`E'.. t S i"y�i 4^"`^� � �t �mLai 4 .a 7 00 !, it i 11, . da^ " \ii ' % , r ,.Yr 00 .,.,.. en.....,,r<•..e.:, .: ., : p.,. ... M '*+� !.r^r' "'aw�� - -_, �" ! �. Y ��`�F'=-�� '°r•"".",••. ',, wams31 pia w 1 �'." -n l { f" `5rf SIT Ar y: ..>•y .. ,p nw 4 - `c ,. Wrlzy r - P.T. 1"X6" HANDRAIL P.T. 2"X4" TOP RAIL `3/4" X 314" CAST D.tOI�I PIcIaTS �, LESS THAN 4" CLEAR -BETWEEN P.T. 2"X4" BOTTOM RANI. P.T. 4"X4" � 6'-0" O.C. W/ (2)- %99THRU BOLTS L. AIL NTS4ma t�.rs i+a ry � vv uv , ;, r t e�� 1< IJ�rJ 7 ! ZJ t MAY !S "a f I� �Y �a TICK 1' �« AND S �° �"� - APPROVED PEEL. ,�• � NOTE* APPRO � 4 I-- „q F t, Y n �u 7 , 7H LO C]C — F—� _� t t, waf6a k��„:,' : r� S tom+ w•F�� Lu - Fz LLJ M..� r, by?) F i f"t�f f� I l� ► i r =I ,..'} /� r • g¢gLL f f; I ' 'n�,., V'1�( #•, •w ,l i �. �t °4'j F� l,mX:'+,. �I�P'� Y ''.J t� 4.✓ :. �•(l t�rsW �ylr,Jtl�ti -PA X U1 , Cfj ( 4 F �l.��E�9 t"�I�.,.,�,t�#����tF ����."� .li',P`.�Ctt >�wR..��: A f.9 70' �, far � IVIC�IL �LFc7,171C L �'iVIL FGItvEE� r rG + t : 111 , ., rsd<,f S. [fir OIL TMORF 57— .S U F >� f r �r .� ».. L L 1 /gyp L� f• i Lu +Rrd4tr w ,� .� � - - ..,�,�.�..�.,.�.��..�_ K�.. 77� I ,�as� N gees �`��,� . - _ . Pt�V,�LC�HII`a/CC?,q �7,�_CO,(t�9. '--/IUL I111ELCfI. r 4 c ye a _ Lf R NC), ��9 m ` II UC:,CO (_ EMEhJT ' r'-'II\iISi-1-------� STUCCO CEHEI-JT fifIISi;I (rYI )(3ELL AT1AMI-1 L1LOG; (r n_JAMB 31_,O; (SEE .WATERPROOFING IJ .1E #l). CFv11J .WATER RESISTANT G(JnTII1C :. 0 EFdhROC)1-1r�G NO1C .'L). (5Cc �VVA1 t y: A d - I .,1: _WC)UL.) I lr,lEllJ(; �J_l (3) SIDE d — Ix�� P.T. VJC)O[:) ,Fil•,I,II ((_ /\I_L...� ,} ..,TUG., c,b1 1dUDU a ' .,WOOD .L i IvI C0f?R051Oid RESISrAiaT FLASI-ilhdG = ;� �•, �. "/ _ - - rf I�PR NCY (lO1C WOOD f-'.1_: W _. _ I 51_Al " PERT WA ERF F;(JC?iIIJG CJ01) Rll(";I< WI'Tl _/�IIT i LfZ Wn _ UOFI �/ I . F. WOOD E31.JCI( IMF[ I SF_:ALAT\IT PER 'APPLY PERIIv1ETER .SEAL - i I - t _ :__ A 1 CA JLIC . �' No1E . I Aldl:) AIACI IORED . `r(J h•1ASOI'Jfd`r PER- F3UCIt .' _ WA1C1?PR00F11-IG 1101E 4 AI\ID AIJCI-IORCD . r0 pr_ IVUEEI'•I L�iJCI< .� VJ 'JD - - II _OW rRAtv11_:' �, . - I_ \ (.)TF. .:.. Iv1A�C.) . �� .. - � .' ' _ _ � - .:. 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I Ids rf-_iJCRS AS IREQUiI,LU U , .WI HOW MAI JUF_ACTUI?LFc f�IID WA1CR SC=/11._AIJ r i-EI� } VJA_IEi7f'P 0 II1G r IC)`l. �'. - C irf 6. , C)ORRO �. ; _ .� ESI 1 I A._�i III'1t f Lr, WIC r1=1Zr IZUOj 11?(, J :, 11\1 1-tJl_-1_`I .rrjr:}i I 111_a (•I.I.L.s, MAROLE SILL - ADJnCE11T "10 GnRA ' , f . , IJ �rt� r'I OL_ .I)(.)0I, �. -�k- j �/ — (,AUI_I; SLAM AT VVIIJDC)W II`J�, T%I_LA i1OI'J OPFNING Ih5 SIIOV•JhJ. / Vt� r- �-= j (sFr- ArE-Rr?r�oo�IPJ(� rdc)Tr ��,,) h'1URT/�i - --7 - _ _. ... , :.; :,1.., •;., „�... , � i_ . � C;MU VJA7EfZ rZL-S15-TAI,FI` (;C)%-fll l(, GROCI h!11ER, ROOEIfIC i1o`IL #I)(SEL n h .h a• �' a• . �...• 1 , ;;.; '`- $ET RnlZ C1__hO7 - T-------- __ h F IL C_,t) oR DECORATIVE CElvll: i'I IfII )US COA11110 'f_i' C. ivi. U. ✓.1' rURRII�Q to Iv1ASO1`J1?Y• VVAI_L 2xG P.T. (SYP) WOOD JAlvI0 17 ASTEI•JC[) (S.S. 3U4) I III_ TI I<VVIIC 11C>I:.1 3 Ex 01`3001I nl\IC;I TOR (OR CQUAL.) w/ 2 S(.)IJAIZi_.WASI-11TR c�l,�\t',E1: @111 G" 0,C: MAX. . F'RC:CAST C,OiJCh�F VJII\IC) F21:51STAVIT.FLIT`:! T STf :El_ TriAC rJi2ACI;E'1 S TO E'C nS TF1'IL-r`) t.) WOc)r_). FAC I -.JP . -J 7 _ 1-- - T L_ � 8" (O L A� n FL_F� ,/1r��1(ar: I?UOIt.; IvlAl�lt.lr'•AC,`fl_Jr2Lr�'(OREQUAL) I SPECIFICA'11OIJS (IR, AS IJO-iLL) Br -LOW) 01 LGw I _C,,I< r I ,WC_I� . - ENVINDOW., S ILL DETAIL. 7 I, I I (i l^I f) 0 O R :PH L-7 AS % % I (i ' >' I - I : � . S , = r -- -- — -- ---- _' — - -- -- - �s )I l�� C.01 RC).,IOhI i;L �I 1 Ai11 - - ... _ I Ir_x HEAL L nr S, r�r.:avW, '� '� ' - � � ,- ,�_ _ :�c i�:LT_ I1 I,<", ._,I nC.LO h Ci: r',inhILJFAG I IJr�ET� 5 __ _ ' •:IrJS-TAl_I_n rTC1i•I it\IS rRU(s'I IONS• .,( ALE N i S. PRIOR TO [SUCK- INSTAL.I A110H TfZEAI . -III MASOIJRY, Or CT111\IG WITI I A CIAU WATER '- .. _R RT� �I`r,Trl•J 1 r�OA�rIFJ(y -.T.(J SEAT-,. llil_ .WINNOW / L1Oor? CAVIFY 10 PRI=VE:111 IT FROM 'AUSCYRl311IG WAIL"R, 'THE CIv11J WATER IRE:11ti-inllf COA111,IG-51-IAI_I_ BE A -)PLIED 11�1 A(XORDANGF_ V'dlll l �11 IE MAhJUFAC IUREJ-Z'S RE.G(JIv1lviLfJC)�^, fIC)i'1 "THE nf)PI _ CA-11O11 OF 1HL C:Iv1U WATER RESUAIJI COAiIIJG SHALL. INCLUDE 11IL_ EN -TIRE �,jj-o1.11JD CJF _fill f)f'EPJIIIG. (Sll_I_5, JAMBS, ! IEAD) AHD RE-TIJRII WALLS 017 'TI IE 011111i,l( F.3" MIi11F,4UM L:AC'LI DIfdLCfIG)IJ. ALL C;MU, WA-TEP RESISTAIJi` (;OA1111GS'SIIAI_I_. E3L::. II'ISiALL_EU PRIOR TO FlUC1< 1IK":,'iAI._.LA-I1014S., Illi`JTAI.1- r:1uCl�s 5o 11-IA.1.:,.. - ;>- ;� - t - - , 111Cf f_. ARE I O CD(.L-_ C A .., I-.XGECi)IIJ(.� T /;.S r_iE rWEi_I'I [311r-,`I AIAE) )1 IR'(, .: F'f21OR 1O E3Ucl. IIJS1'ALl_A-11011 APPLY" I'101v111`I - DIAMETER; ? r - I.•, _ E31.::AI ..JF SEAI._ANT- 1.:1ETWE::.EIJE111C'IC Ah•IC) ..11E MASOIIRY. lO PREVE_IiT 1i IL, PA5SAUL-. 0 = C IAL = r _ S I I =—\ - - I L. 11.11 U [3 I I N l "I 11 E Ell 1 t, l,. C:, OM l' L..ETEL r S I/,I_ T I I L= f .IJ 11 f? [ T CC& CEMEI1> 1Ii L.IIU..or- TI-IL`WOOD [JUCIGS WFILI SEALANT TC) I?LS-IRK" ' •,_. T 11-IE PASSA(;F� C)I-. LIQUID 'T1117C)L1G1-I _iI-Ir_� C1+1.. ENL)`�, .ANI.) -11-IE ENTIRE EX1ERIOR FACE AI•,IU r7L=1i1Rr1 SUfZI"ACT` OF THE i:3UC)K. SHALL._ BF. C(.)Arr_J) v - .--- ,,: APPLIL-D .WXJER: RESISiIVi= (,0AIIIIC� ' TEAI_AJ.J 1I r> L_I(JLIL) C,LI I A I JAIv11, L�LO( I, (i YP) I f `r I r Il_ -- Clvil-1 : WATER RESISTANT COATING PROVIDE PART 1=1_ASFIIP'1G AT SILL 01= WII D W � DOOR ., _-1 S s _ _ - _ r I. 0 nl II_. l)o(_ R Or CI III ICE.,. I AIJ Fl_I ...}I IIIJ( S I IAI_L. I_;L.. _ EALEIJ r )R (SEE WA iERPI OOFING IJOTE Jfi) _ _ SLOPFED IIJ A MAI\1PiL:R ro DIRECT WATLI;Z .1C? fllE SUf�f Ar;F ?" TLIE r=:Xll f? r) - _ ' A. ° _ (.I _ I .IZ bVAFL`fl rzl_ .L_ 1iVl_ r_IAI�I�ILI. FOR j ^ SUBSEOUEIJ1. 1.)RA1NAGE. - INCOiZ.PORAIE PAH I`i_ASI-IING. A-l' HEAD AIJIJ Sil.:.L AS WELL.. I'AN FLASI-I ,. fi ... E1L CORROSION IZE51� 1`A11-i- . (:)F'11 ), - - III( SIIAL I' ('ori rZbsioid RE �I` TA1\I1' F'L/\ I111,4G ( CI{AL I'JO1' REQUIRED IF I'IEIvi J;rl`3 IHS'IAL_L_EIJ), E: 'RO0-11dCy NOTL 2 ;r �. _ , ;.•. PER WA1 Ri �i �'- 1x., r , 1: VVOO' D FIf�RING ALL 3 SIDES COIAJINUOl_I5 5_ Fill"? CONTINUOUS r T Y, /8" i1EAIJ 0F SE:AI_APJT C)IJ.. WIhiDObV / DOC)T: FRniv1ES AT ALL f LRII�`1E J. 01,1 FiZC)I••I _ • -AN) BACK. SURFACE PRIOR TO WI COW / iJpC>fZ iI1 S I AI_L_/-t11C)hJ, ' .. ?. ` —-n�1CZ WIhJ[OV/ DoUR II\i}"IALL_ F IO- ,-11 IL RUCKCC ()R , FC./rr- .� i_ I) AN[)A PIdOVIDE FOAIi SEALhT EE VE- APPLY PERIMCT�I�. �AAT C_l I_ WIJfJt)W .';,_F VATL.iI �O_.II�IC�Cl_ A n__ . L._> AI11 tIILrC� nl\ .f-./i_.n�CuJ> -11II- I_ l : t.F3L�iVtrri\i EUGIE WIN00W FIR 4,E _... .. (SEE WAIERF'TZOOF-ING 110-T-E //5)_ wi1FI EALAiIT rL-rR I, Wn1F_RPR001-1hIC) I•JOI-E #It ANO AFICVIORED fib - -- IviA5OI%,IRY F : I1UCK A r fACa Ii�Ei\IT I''•10 TE. AItt;Ii(,)R Wll\If.:)OW FRlti,iv{i 1-O 0ASO�lRY li\i STRICT I�VIPIDOW FRAhAE SHOULF) BE: GOMPLETLY Sr ATf -) AGGcJ � r kDAIJC;E u♦I111 IvIAIILJFAC PURE'; PRODUCT m FOiZ 1 X ETUC I<5 .F,TTA(I I J-0 Giv1U irVALL .WI11 is ON TI IC C3UC1!• IIJ iJO 1115TAiICE SMALL. T1 I APf'R(.)VAL. II\IS IAI_.1../� Ilbt.I fZEC)UIIZCMEh1TS. FFAIriE QVE.i-;9I.�IAHG 1-1-IE BUCKI �I/ 2" t_Oh1G CASE IIARD1 111_L) COIL IJAII_S AT 4 FROM ENDS AI•]D 12' O.G. Ors' - J LLJ . 1 00 0 „ In , ' c "� ..,• e'er 0 b:k• c V IuT,lk..9 V) r L C.OP15 I WOM U IDS AHU '12 O.C.OR ---- - .DETAIL xI. lA'CU1I, A z. F20,CICS AJU '12 O.C. I �;0f - _ sc;nLE r1 r s. • f=CL13 _2 .X QUCK5 ATT-AGI I TU. GMU WALL WITI I; 2 1 P L01>I6. CASE HARDEiIIED (;OIL 11A11_S n-T IL" 1-fZUlyi ENDS AIJC7 'I2" O.(u., C)R 3/1G' X 2.ijfl" Tnl'Ct_71IS A7. *L" rR01v1 EP1Ds AND 12 O.C;. OR 1 j4 „ X . L 1 j4 I- TAPCOI.1S A 4" 171' EIaDs n110' l2" O:c . -1R5-r C • 1 U C)UU[3LC 1 X FUG CS a fGt I . i___ C)UI�S :TU Crv1l1 WALL WI T_I I_ WINDOW AND DOOR FEHESTRA110IJ5) SHALL f_TE If l ACCOR'DAi10E WI l l I - , i �.: - 200-c - 1, 1-R 'TOR < " - I tii�>In , nl�ln -- _ .� t_.o I nC i I/2 -'LONG' CASL IIATZDEIdED GC,)tL i\IAILS, AT 4" FROIvi ENDS AI,) ,,'` ;`,I -TALL SUf31d1 r FIv11vIA / nhln 200--9.STAIJDARDS IVI-r11 f-CRIv111 .�,U13h�11TFi�.L. 011 r 3r1 G" X :1 1 /2" .TAPCOH AT -el." FROI,1 EIJiJ AIJD 12" O.C. sett t� wes^�� F&iDE�Y-w:�w DUCKS:}. • OR /'i''. X 1 1 /2"• TAPCON\ AT 'I" FROMENDS A11D 12 Q.G.. ATTACI I SECOHD GOURS: 1-0 CIVIL) 4NAl_l_ J ' V,/1NDOV1S, SGD, AND SWII\IG DOORS USE 2X4, 2Xr; 2Xii 1:r(3 I • FIRST S_ 1.1-IRL w I biz _ �TAIJLC. i Xr3, DU._ll_l, l_c I kC, , (JR DOUBLE. 1 XE3 I C11 COURSE WI 1 Fi; Z `i /�I" LOhI(� CASE I IARDEi�IED COIL f,IAIL_3 Al .11 FROiv1 LhJL)`; AHD 'I.' U.C. ������ ACCEPTABLE. MUTT BE PRESSURE TREATED.. - i. y WELCH J��C, T 51- ALI_. ! 3., LG .X 2 :1/4 TAPCOi1S A T _ 9' , F130Ni EVIDS AIhJD '12_ O.C.. ail= I liAtrlC�+.L L_�CTRJC./1,L QeIV1L 6~.NGI ► lJl�q�, ,� J. 1 �8 N��R1f1(v;: t ALL. RUCK MUST COVER ENI TIDE UE 11 1 OF TIIE: Ot-)OiZ/1rJll ll::)OW J/�1` 11 OR 4 S.Y1r. E31LT Zr- f — Stj EI C EE1 J 1:: 1Ai'C(JIJSAl.,�„ FT I�',�. Z U�,1 G:IJ IJ S AV•I I) 17_ O.C.: r'Cr IxJ".A, [E�I7' uCCJ.E' 1 �3 I J 'I • 2 n > $ >~ r OF _ w I 14 2" II 111' 121 1 II ° 1 2 0" 2 0 12 12 0} 20" } 2' 0'_�,— .II : ;o FIT 4'0" 1 I 66' o II I CA n GLG 1 I F15 a-0 _ —. _ ,y I 'I{ ' ' C�J2j , ItSO�MJeS^1PIRR.CW@8 -i �__Jl -J— c \ nN N I I0.1 a -----. 2-P1.v F i� ( m a j I. I,I FLT. v _— Xs 1 \ r . ~� _ 2'.I ) d II' I'' II ,I �__.��IP(ny ning� I{ II F21...., Ni I, 1 n rr 1r ..:.... -.,_. -_ .... _,.. _ _,._� _ _ _ r_.._.. (.. 4 it !♦,� I II ��.. Ili :I �I EJ1I i � (- _71I ra it II t _ iu r-3 ro:-rz- ,....,...-u ,, ,__._.,t__--.,_a..: Ir li �!ejj _II I 1i�,�� Y. �I, I / ' i/ I� // ._ Ilal�au \ .G .. - ( u O a . ry 5. .='i.= .. -? _. . _.. 'v _.. a. a - •- ryry �/ FLLT ( I I ,� F4 n+,,;w_,. �E__ �•.:._ .- 'u_ _ c ��,w.:.,w, (Jlr- I OI.G.' if II .-: tJll II�" i f I _ FO I I O A __..:;'.1 :•-- ..._ t...._ .::i. I ..y_' ' _FT n I b tt m N 10.1 I I; I -CJ3 ry 0 ; ?L__I FG2 z-rLY ',_ 11 (_ t� THOH263 I ; 1. (� I! H li I (o_-'o_.'. - _ r �.+ r f I tol CLfi II F i of wr 0`111 TO I J e Low F --- III TH D46L sxn n�" Id I er rY (,banpe v NO lrvsl: a zo a e e I I 1 OPEN TO P,EI OW 0 TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSSACTUAL CONNECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFTDESIGN Al 1ST 212 (2)-HETA 20 2500 (12)-16d 2ND 517 (2)-FGTR 9400 (36) SDS 1/4" X 3" & (2) 1/2" X 5' TITEN HD 1253 {1)-HETA20 1810 (8)-16d F15 CONT. 1004PLF (1)-HETA 20 1810 (9)-10d X 11/2" 'T 1STRAP ATEACH END AND AT24"O.C. FG5 2ND 1900 (2)- MTS 16 2000 (14)-lOd FG8 CONT. 100#PL (1)-HETA20 1810 (9)-10dX11/2" T 1 STRAP AT EACH END AND AT 24" O.C. K1 EACH 1631 (2)- MTS 16 2000 (14)-10d X 1 1/2" Ll EACH 1611 (1)-HETA 20 1810 (8)-16d N2 EACH 2485 (2)-HTS20 2900 (20)-10d al '1 0 a 14it, ZV 7,100 JACKS T 1S <500 HETA 20 1810 (9)-10d x 1 1/2" VERIFY 2ND <500 NAILEDPERTC VALLEYS CONT. 100 # PLF ( )- MTS 16 1000 (14)-10d X 1 1/2" �1) T 1STRAPATEACHENDANDAT24"O.C. ALL OTHERS AT CBS BEARING LESS THAN 1800# EACH <1800# (1)-HETA 20 1810 (9)-10d X 11/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING LESS THAN 1000# EACH <1000# (1)- MTS 16 1000 (14)-10d X 1 1/2" AT FRAME BEARING TRUSS COMPANY TIBBETTS LAYOUTDATE 9 15 20 CUT -SHEET DATE 9 15 20 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED, NOTES: s 1 VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR W/ (4)-#9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)-#9 SD X 1 1/2" TO VALLEY TRUSS IN LIEU OF MT516 AS STATED. VTCRSHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS(A.B.). —� 3(1)-FGTRWITH (18)-SDS1/4"X3"&(2)1/2"X5"TITENHDMAYBE USED INLIEU OFCONNECTOR ASSPECIFIED 4 (1)- HDU4 WITH (10)-SDS l/4"X 2 1/2" & (1)-5/8"A.B. 2 MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED. TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BYTRUSS COMP NY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND UILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TOTRUSS CONNECTIONS TO BE PROVIDED BYTRUSS COMPANY. 5) SEETRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS. - W. �- ------ ;-- — 1/2DRYWALL (CEILINGS & WALLS) c•, 1/2" DRYWALL cps _ PROVIDE (2) 2x12" YP HEADER (CEILINGS & WALLS) cat Wf FLITCH PLATE GLUED & NAILED DOUBLE 2x4 TOP PLATE c� Wf 10d NAILS 0 8' O.C, STAGGERED a BOTH SIDES 0 DOOR OPENINGS - 20 STUDS 0 16" O.C.-SP- TOP & BUTT EACH STUD LINTEL SCHEDULE LINTEL LENGTH / TYPE SAFE APPLIED SAFE APPLIED COMPOSITE NO. GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 4� TRUSS END DETAIL 4at'a ?s ri h,l 9ll ails. k l— ''.�.' u � — PLUME CV7' OVERFIAIJC 12 ° .o • 4EEL I / HEEL HEIGHT - 1.. 2.PLY..'z"4"+.+#tamsatoa+ai%wnae+r�'wR.�m+mm+. 'sda,roirranMwzs.. -. �_ IIP. P T.0 B, / \ - _ 9 0' FI-T CLG. \ I— 43' 0" FLOOR END DETAIL N.T.S.' 14" \ �10-1 A.F,F-BEARIN� Q1Y HANGER SCHEDULE 1 JUS26 1 THD26 1 THD26-2 1 THDF126.3 1 I-ID46L, L-1 3'-6" 42" U-LINTELS 8054 r:5 00 5591 ' ' 0 8F24 013-1T L-2 4'-0" 48" U-LINTELS 8974 ` 0o 4853 0 8F24 1B-IT L-3 5'-4" 64" U-LINTELS 7342 12-04 3607 8F24 1B-IT L-4 5'-10" 70" U-LINTELS 6036 1 3295 8F24 IB-IT L-5 7'-6" 90" U-LINTELS 5681 13 2571 8F24 1B-1T L-6 11'4" 136" U-LINTELS 2423 1035 1272 (p 2,9 8F24 1B-IT L-7 17'-4" 208" PRESTRESSED 1609 5 I 'Z 637 10 5" 8F24 1B-IT L-8 5'-4" 64" U-LINTELS 5365 51�70 2290 1-11 8F16 1B-IT L-9 11'4" 136" U-LINTELS 1366 150<::y 795 ' 5'@ 8F16 1B-IT L-10 15'-4" 184" PRESTRESSED 1250 1 r>00 485 '24 5"o 8F16 1B-IT L-11 13'-4" 160"U-LINTELS 1838 ) 962 k3ptu 817241B-17' L-12 7'-6" 90"U-LINTELS _ 1011 727 8Fe, 1B-1T NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS. Saint Lucie County Building Department Product Approval Submittal Affidavit Permit # I Building Address: SEE PLAN I Contractor: TBD Opening Schedule: Swing doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows& Skylights Opening ID FL #or NOA Product Model # Manufacturer Glass Attachment Method Type, Size, Spacing & Building Product # Description Embedment (DISTANCE FROM CORNER/ Design Design DISTANCE O.C.) Pressure Pressure HORIZONTAL 1/4" X 1 3/8" MIN. EMBED TAPCONS AT 6"/12 ROLLER FL-1844.3 HR WINDOW HR 5510 PGT IMPACT 3/4" MAX O.C. SEE ELEV'S +/- 50 1/4" X 13/8" MIN. EMBED TAPCONS AT6"/12 FIXED WINDOW FL#243.5 FIXED PW 5520 PGT IMPACT 3/4" MAX O.C. SEE ELEV'S +/-50 1/4" X 1 1/4" MIN. EMBED TAPCON @ 6" / FRENCH DOOR FL#7630.4 FR DOOR FIBERCLASSiC THERMATRU IMPACT SEE ELEV'S +/-50 14" O.C. 1/4" X 1 1/4" MIN. EMBED TAPCON @ 6" / SC DOOR FL#5891.4 SC DOOR FIBERCLASSIC THERMATRU N/A SEE ELEV'S +/-67 17.2" O.C. SGD FL#251.9 SGD SGD 5470 PGT NON IMPACT (2 ROWS)1/4" X 1 1/4" MIN. EMBED TAPCON SEE ELEV'S +/-60 @6"/14"O.C. FL# 5/16" X 15/8" MIN. EMBED LAG SCREW EACH -39.2/- 16'W X8'H OHD O.H.D 0540 WAYNE DALTON N/A BRACKET SEE ELEV'S 43.7 5587.34 Product Model # Manufacturer Attachment Method Type, Size, Building Product Spacing, Embedment & Stiffener etc. Design Design Pressure Pressure #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. Roof FL#17022.1 5V -26 GA EXTREME METAL FAB (*or sufficient length to meet requirements) @ 12" / 16" -66.7 -93.5 O.C. Hurricane Panels 9' FL# STORM EASTERN METAL 1/4" X 2" EMBED ELCO PANELMATES OR span or less 11964.1 PANELS 0.05 ALUM. SUPPLY N/A TAPCONS @ 2" / 6" O•C SEE ELEV'S +/- 50 I have reviewed the above product approval information and approve it. Name: Paul Welch P.E. Certification Number: 29945 1/4"0" TAPCONS 0 12" O.C. w1 (6) _ 1nd TO BLOCKWALL OR 1f2"x5 1/2° REDHEADS 0 24" 0^C. R-11 INSULATION b ' 1�01E� 2Y4 Fr BOTTOM PLATE PROVIDE SIMPSON SP 4 @ W/ 1/2"0 x 12" A.B. 0 TOP & BOTTOM PLATES 0 24" O.C. OR 5/8" 0 x 6" � b" O.C. W/6-iDd NAILS REDHEADS t� 24" O.C. Wf HURRICANE WASHERS - ( I� IJJ SHEET IdUHBFR - - --- I�d 5 YIr 61ILTI1fORFS7. SUI Tr # r , I.E, F .98,,E �"Oli'T5T L,.UC L,,�.4 , I�f�OIVE77.?) 78�' 9888 F^i1�lIC 1YV_Ifi1Vc�A L. G oM: PLc . 1 __. � UL- I;�Tr� II; ,P ,E: FLU R.�c 1''✓0. ,2� HB HB HB `D CC) 1,D H Or,) O LJ d ID — O I--� > <-1 .-1 U� LO O Q Q _J LO �+ �C L(7 Cb Ct_L_ H ;l l U 0PaUU, I, LLI D LO LIB _I —I I �Q O m CC) F— Cu _ O0!I- U �r-n— LL— oo 00 a LAJ cy 0 cv 0 0 u D vi 0 C' .I va AUGUST 24, 2020 r� 00 "D m cv W d- `D O r-� LO O W n1 I O _ I Ln L� m I v Ln O W \ ClJ W W `D d \ Q� — d RJ 0rgUm r-, W D Ln Ln �Q O Q CO F ou _ M0 ry r- U ' W LL LLJ 00 w J C) ) y� LLJ (10 tlo ,` AUGUST 24, 2020 I%