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HomeMy WebLinkAboutRevisions 10-8-21OFFICE USE ONLY: DATE FILED: � zz)z REVISION FEE: �'mqwr(p ) PERMIT # �Z. RECEIPT # PLANNING & DEVELOPMENT S BUILDING & CODE REGULATION D 7 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: o2�qCo bkul 2n Pd'L 5 M�- DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: OWNER/BUILDER INFORMATION: NAME: _ ADDRESS: CITY: PHONE (D, ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: ST. LUCIE CO CERT. #: FAX: ZIP: SLCCC: 9123109 Revised 06130117 FILE COPY ZIP: 00 31/2 3 1/2 HEAD/S 111" MAX. WINDOW WIDTH TYP. 7" 15" MAX. :ZNERS I I I T HEAD/SI FoPP X B 31 5/8" D.L.O. (VENT) 36 3/4" W O J / � J LLL p X v O � X 33 1 /2" D.L.O. (FIX. VENT WIDTH TYPICAL ELEVATIONS TESTED XOX (31 31 3) ONE ANCHOR AT 531/8" CENTER PER PANEL FRAME WIDTH TYP. # 7" "/4 X. 2NERS I I / ILL } w - z z- - Of O — � —W CC) co - W m co (o 0 co C _ O I- J C3 Q N O r X B W � w 00 Q 23" 211/4" D.L.O. (FIX. LITE) D.L.O. (VENT) 26 3/8" VENT WIDTH TYPICAL ELEVATIONS ONE ANCHOR AT CENTER PER PANEL 111 " MAX. WINDOW WIC 3 1 /2 ' M .-TYP. 71' 1-6 1 /8" MAJ HEAD/S.LL CORNERS I_�l TT HA EAD/SIL I-U) H U Z = _ - W cx)W ZoU W 00 Lo W = Lo O LID 00 - Lo U LIDJ w (0 O0 m ci > Z_ U) n w } W X O co Q 31 5/8" I 22 3/83/8" 52" I.L.O. (VENT) D.L.O. (VENT) D.L.O. (FIX. LITE) 36 3/4" 27 1 /2" VENT WIDTH VENT WIDTH TWO ANCHORS AT FIXED /-ONE ANCHOR AT PANEL WITH EQUAL SPACING / CENTER PER PANEL TYPICAL ELEVATIONS TESTED XOX HR 2100 ALUMINUM HORIZONTAL ROLLING WINDOW F�/ G 00 Lo X/ 22 3/8" 27 1 /2" VENT WIDTH I- 2 Z = U 1J 00 U W Lo LoZ fhO W Q0 sZs cc THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE rp 7TH EDITION 2020 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). HORIZONTAL SLIDING WINDOW RATED FOR LARGE AND SMALL MISSILE IMPACT AND DOES NOT REQUIRE SHUTTERS. ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-16, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. = DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS S2. C') = WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE oSTRUCTURE. Z TESTED (OX,XO) THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ANCHORS SHALL BE LISTED, SPACED AS SHOWN IN DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 7TH EDITION 2020 FLORIDA BUILDING CODE SECTION AS APPLICABLE. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF HR-HR OR HORIZONTAL ROLLING WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FLORIDA APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM LIMITATIONS OF USE A- THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. B_ CONTRACTOR TO BE RESPONSIBLE FOR THESELECTION. PURCHASEAND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. D- SITE SPECIFIC PROJECTS SHAM BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECTVMICH W9LL BECOME THE ENGINEER OF RECORD IF 0 R.) FOR THE PROJECT AND VMO WILL BE RESPONSIBLE FOR THE PROPER USE OF THERED. E- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. r-i N t` N ol U t Z o w O or3 0 z a Z F J No p D 07 E--� 07 O oO 0 Z�4 5 Z 0. coo a Illd co L) cl? F DRAWING NO. AD15-14 SHEET Sl z 0 1/8" ANNEAL GLASS o a � U N .090" GLASSLAM SAFETY a N PLUS II RESIN A-14 EXT. 1/8" ANNEAL GLASS 22 1 z o 20 9 i 16 DOWSIL 995 BACK SILICONE M dp a G o � GLASS TYPE "A" z w a 5/16" OVERALL LAMINATED GLASS z a 0 Z Q >< >< 1/8" ANNEAL GLASS D of (1/8" TEMP. GLASS FOR USE W Z F 6 IN SMALL MISSILE AREA) Z 9 44 3/8" AIR SPACE 0 C x C G .090" GLASSLAM SAFETY Z ? a 22 PLUS II RESIN W dCD 36 j 1/8" ANNEAL GLASS C w to V Di w k Z4 u M 20 f_ 16 DOWSIL 995 BACK o Ca SILICONE 3 EXT. J U E GLASS TYPE "B" o 8 z E 13/16" OVERALL INSULATED LAMINATED GLASS O1 z 0 0 o O o � CoJ0 > Co 3 � o z z 0 o Q =� C ui < NOTE: a O GLASS CAPACITIES N THIS SHEET ARE p x N BASED ON ASTM E1300-09 (3 SEC. GUSTS) >z c; CO J > N o U o � LL1 a x w Of w 0 FL #17595 ��• •��al; DATE 03-08-15 -� . ® a�s3r. .� r� .A9677 :* t SCALE AS NOTED ti • Q' • DRAWN A.R. +* •. * ' 'QF W: PROJECT I5-024 1 rr A : , ' ST .� DRAWING N0. •. r�''� �.... t'.sit -... @�.� AD15-14 December 16th , 2020 SHEET S2 DESIGN LOAD CAPACITY -PSF (XO & OX) GLASS TYPE A GLASS TYPE B WIDTH WIDTH 26 1 /2" 37" 53 1 /8" 63" 74" 26 1 /2" 37" 53 1 /8" 63" 74" HEIGHT HEIGHT +g0 +g0 +90 +90 +90 +65 +65 +65 +65 +65 26' -100 -100 -100 -100 -100 26 -75 -75 -75 -75 -75 +g0 +g0 +90 +90 +90 +65 +65 +65 +65 +65 38-3/8" -100 -100 -100 -100 -100 38-3/8' -75 -75 -75 -75 -75 +gp +gp +gp +gp +g0 +65 +65 +65 +65 +65 50-5/8" -100 -100 -100 -100 _92.8 50-5/8" -75 -75 -75 -75 -75 63" +65 +65 +65 +65 +65 63„ +65 +65 +65 +65 +65 -75 -75 -75 -75 -71.5 -75 -75 -75 -75 -73.5 +65 +65 +65 +65 +65 +65 741/4 „ -75 -75 -75 741/4 -75 -75 -75 +65 +65 +65 +65 +65 +65 76" -75 -75 -75 76„ -75 -75 -75 DESIGN LOAD CAPACITY -PSF (XOX 1/3-1/3-1/3) GLASS TYPE "A" GLASS TYPE "B" WIDTH WIDTH 53 1 /8" 63" 74" 94 1 /2" 1111, 53 1 /8" 63" 74" 94 1 /2" 111 " HEIGHT HEIGHT +90 +90 +90 +90 +90 +90 +90 +90 +65 +65 26 -100 -100 -100 -100 -100 26 -100 -100 -100 -75 -75 38-3/8" +90 +90 +90 +90 +90 38-3/8' +90 +90 +90 +65 +65 -100 -100 -100 -100 -100 -100 -100 -100 -75 -75 50-5/8" +90 +90 +90 +90 +90 50-5/8" +90 +90 +90 +65 +65 -100 -100 -100 -100 -100 _100 -100 -100 -75 -75 +65 +65 +65 +65 +65 63„ +65 +65 +65 +65 +65 63" -75 -75 -75 -75 -75 -75 -75 -75 -75 -74.1 DESIGN LOAD CAPACITY -PSF (XOX 1/4-1/2-1/4) GLASS TYPE "A" GLASS TYPE "B" WIDTH WIDTH 53 1 /8" 63" 74" 94 1 /2" 111 " 53 1 /8" 63" 74" 94 1 /2" ill" HEIGHT HEIGHT +90 +90 +90 +90 +90 +65 +65 +65 +65 +65 26" -100 -100 -100 -100 -100 26„ -75 -75 -75 -75 -75 +gp +g0 +90 +90 +85.5 +65 +65 +65 +65 +65 38-3/8" _100 -100 -100 -100 -85.5 38-3/8' -75 -75 -75 -75 -75 +90 +90 +90 +90 +69.7 +63.6 +63.6 +63.6 +63.6 +65 50-5/8" _ _100 -100 -100 -100 _69.7 50-5/8" -75 -75 -75 -75 -71.8 +65 +65 +65 +65 +56 +63.6 +63.6 +63.6 +63.6 +57.7 63" -75 -75 -75 -75 -56 63„ -63.6 -63.6 -63.6 -63.6 -57.7 MIN. EDGE DIST. I da d c a a a CONCRETE 1 BY WOOD BUCK — TYP. ANCHORS SEE ELEV. FOR SPACING DETAIL AT X PANEL TYP. ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCK CONCRETE a v a DETAIL AT X PANEL e MIN. EDGE DIST. da d 14 a w a zo a �w a c CaCONCRETE 1 BY WOOD BUCK 43 RA W 12 TYP. ANCHORS a SEE ELEV. FOR SPACING C DETAIL AT O PANEL 11 I uv au TYP.ANCSORS EE ELEV. FOR fT a fl 2 o 0 III CONCRETE G ° ° Lu ° a 4 ° 4 a° . d c e ° ° ° ° 4 MIN. EDGE DIST. (:§)AT DETAI L O PANEL LFL #17595 1 9' * �, DATE 03-06-15 67 •. SCALE AS NOTED � '(< •k • - � DRAWN A. R. / olf , PROJECT 15-024 ��j, ••" .FL 4 ��,`� AWING NO. S8,0 �.�[A7D15-14 December 16th , 2020 SHEET S3 9 f TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE'A' - 1/4" ULTRACON BY'ELCO' Fu = 177 Ksi Fy = 155 Ksi • INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD • THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE'B' - 1/4" TEKS OR SELFDRILLING SCREWS (GRADE 5 CRS) Fu = 120 Ksi No INTO METAL STRUCTURES STEEL : 16 GA THK. MIN (Fy = 36KSI MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE'C' - #14 SMS OR SELF DRILLING SCREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS. 0.090" THK MIN (NO SHIM SPACE) WFFP 14nl FS W1 = 3/8" X 1 1/2" WEEP HOLES AT 8" FROM EACH END (2) PER PANEL. SEALANT ALL FRAME AND VENT CORNERS AND INSTALLATIONS SIZES SEALED WITH SILICONE. a�i±,L*T•lIqIw • ASTM C90 GROUT FILLED CONCRETE BLOCK • ASTM C90 HOLLOW CONCRETE BLOCK CONCRETE fc= 3,000 PSI MIN. ANCHOR MIN. EDGE DISTANCES • INTO CONCRETE AND MASONRY = 1-3/4" MIN. • INTO WOOD STRUCTURE = 1" MIN. • INTO METAL STRUCURE = 3/4" MIN.- Fy=92K FRAME TOP CORNER FRAME BOTTOM CORNER #8-1 PH SMS #8-1" PH SMS #8-1" PH SMS �, IT VENT TOP/BOTTOM CORNER z 0 z o aw z� 5 w x V N w N q a d " ci o� zo FL #17595 • GE DATE 03-06-15 Nm ' A. g$®s77% j SCALE AS NOTED =,� * DRAWN A.R. '' :• .��. �2: PROJECT 15-024 DRAWING NO. +ONP�c` , AD15-14 111t, December 16th , 2020 SHEET S5 3.170" _ 1.001" 1.244" 0.707' 0.062" o 0 0.075" 0 i` .616 ' N 0 io cYi O M o E110 O GLAZING CHANNEL E103 O LOCK EXTRUSION 0 1.654" �n r` � i�I 1.244" iv co o o 3.170" 11 E113 FRAME SILL � o E106 ao 0 E112 3.175" 1.993" O VENT HEAD/SILL 1 � GLAZING LEG M o � v, N O .- 2.435" an 0 _ co � � 0.062" ao O � N 1.244" E115 12 FRAME HEAD E107 O VENT JAMB 3.237" 1.244" 0.062" � � rn � (V � � 1.175" 1.244" 1.993" E104 E121 E116 13 FRAME JAMB 4 FRAME INTERLOCK 36 GLAZING CHANNEL 1.554" 1.115" = ih 1� 250" M O W � � rn O o 0.062" � N E128 '4'0 ANCHOR CLIP JAMB E124 41 SILL COVER r• 1.621 " � 1.,� � ti 9� _ 1. 115"� � 2.506" �n N�� E128A E128B OE117 14 VENT LOCK JAMB 42 ANCHOR CLIP SILL O 43 ANCHOR CLIP HEAD O BILL OF MATERIALS ITEM # PART # DESCRIPTION QTY. MATERIAL TYPE MANF. /SUPPLIER / REMARKS 4 E104 ALUM. FRAME INTERLOCK AS READ. 6063-T6 EMC WINDOWS AND DOORS, LLC. 6 E106 ALUM. VENT HEAD/SILL 2 PER. PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 7 E107 ALUM. VENT JAMB 1 PER. MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 8 E108 ALUM. LOCK EXTRUSION 2 PER. MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 9 E110 ALUM. GLAZING CHANNEL 4 PER. PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 10 E112 ALUM. ROLLING GLAZING LEG 1 PER. FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 11 E113 ALUM. ROLLING STANDARD FRAME SILL 1 PER. FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 12 E115 ALUM. ROLLING FRAME HEAD 1 PER. FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 13 E116 ALUM. ROLLING FRAME JAMB 2 PER. FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 14 E117 ALUM. ROLLING VENT LOCK JAMB 1 PER. MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 16 SEAL01-1 DOWSIL 995 BACK SILICONE AS READ. SILICONE DOWSIL 17 H0001 LOCK SPRING AS READ. STEEL EMC WINDOWS AND DOORS, LLC. 20 W0019 .125 X .25 GLAZING TAPE, 2 SIDED AS READ. TAPE FRANK LOWED 21 V0020 E708 VINYL BULB, FRAME AS READ. VINYL FENESTRATION GLASS PRODUCTS 22 V0021 E202 VINYL BULB, GLAZING STOP AS READ. VINYL FENESTRATION GLASS PRODUCTS 23 W0023 WOOL PILE, FRAME AS READ. WOOL ULTRA FAB 25 H0104 SLIDER WHEEL ASSEMBLY AS READ. - EMC WINDOWS AND DOORS, LLC. 26 H0105 WEEP COVER AS REOD. PLASTIC EMC WINDOWS AND DOORS, LLC. 36 E121 ALUM. INSULATED GLAZING CHANNEL AS READ. 6060-T6 EMC WINDOWS AND DOORS, LLC. 39 # 8 X 1 FRAME ASSEMBLY SCREWS AS READ. ST/ST VARIES 40 E128 ALUM. ANCHOR CLIP 1/16" THICK 3" LONG 1 PER. ANCHOR 6063-T6 EMC WINDOWS AND DOORS, LLC. 41 E124 SILL COVER 1 PER. FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 42 E128A ALUM. ANCHOR CLIP 1/16" THICK 3" LONG 1 PER. ANCHOR 6063-T6 EMC WINDOWS AND DOORS, LLC. 43 E128B ALUM. ANCHOR CLIP 1/16" THICK 3" LONG 1 PER. ANCHOR 6063-T6 EMC WINDOWS AND DOORS, LLC. 44 _ CRL GRAY EDGETECH SUPER SPACER -GLASS SPACER AS READ. SILICONE FOAM C.R. LAURENCE CO., INC. z 0 F z E. m o z� � U N w w� D a W N F a ocd zo U � a G ]I o r, aI °' .� V L6 w M ID Z U � w z d: 7 W Z � o Z U U c tw Z Z 0.� a W y a a� g d� d 00 r-cv U E J Z J E Uj a' z 0 0 o 00 M o CD C�l co z Z i ` CD N Q o a U> ui¢2 p > LO J W = O "V Q o 00 = N Z z 2 > � J > N o U 0 o � o W n w w w �;,, , FL #17595 LO LO ,,\�\`-:\i'®W 8�. I, DATE 03-06-15 77 :* '� SCALE AS NOTED 's i ;. - Q� PROJECT 15-024 .-� 5� �� Z; DRAWING NO. ���FSSIONP�'AD15-14 December 16th , 2020 SHEET S6 SH 2100 ALUMINUM SINGLE HUNG WINDOW THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WINDOWS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. GLASS CAPACITY BASED ON ASTM E1300-09 (3 SEC. GUSTS) ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-16, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE LISTED, SPACED AS SHOWN IN DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. MATERIAL: ALL ALUMINUM EXTRUSION TO BE 6063 T6 ALLOY SEALANT: - ALL FRAME PERIMETER CAULKING USING DOWSIL 995 - JOINT AND SEAM TO BE SEALED WITH DOWSIL 995 MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) . i CID i 0 Lo 53 1/8" MAX. WINDOW WIDTH 49 1/2" MAX. D.L.O. X. 15" M A & HEAD & 3 SILL TYP I I B C)" FLD 50 1/2" 3 Lo N O _ 0 o VENT WIDTH = ti o (V 2_ �Z / E z Co :-tLu / /All4 m NZ C) NJ o C 3 Lo > O ti i� 47 1/8" D.L.O. (VENT) TYPICAL ELEVATION (WITHOUT JAMB ANCHORS) SINGLE HUNG WINDOW WITHOUT JAMB ANCHORS FOR WINDOW SIZE 53 1/8" X 50 5/8" OR SMALLER WITHOUT JAMB ANCHOR MAX. DESIGN LOAD ±70 PSF. ADDITIONAL ANCHORS FOR MULLION ARE REQUIRED SEE SEPARATE MULLION APPROVAL. _ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FLORIDA APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 53 1/8" MAx. WINDOW WIDTH 49 1 /2" MAX. D.L.O. 15" M HEAD & SILL TYP X Q �~ - J c\pLL a. —� MDo //50 1 /2" o 0 N VENT WIDTH W X io O N IX Z s i s �2 O W j E = M O co z M Z J �� > C � 3 � CD W z O R < 47 1/8"' TYPICAL ELEVATION (WITH JAMB ANCHORS) SINGLE HUNG WINDOW WITH JAMB ANCHORS FOR DESIGN LOAD SEE CHART ON SHEET 2 OF 5. FZ E -5F0B P. v E � 'rya ;.;—� �. -,, Y ;7, L� � � �•h g}� Gc FILE OF USE q- I RODUCT EVALUATION DOCUMENT .) PREPARED BY THIS ENGINEER IS G RIC AND DOES NOT PROVIDE IN MATION FOR A SITE SPECIFIC PROJECT, Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. B. CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. D- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (ED R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RED. E- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 6 ZN 0z Z;1- � 7 W z W0 Z U 00 Wy ?„ J U� Ic 0 i` L6 0 co a 0 F 0 Tn O U t` tw x al i iJ C:) 's~ e) ¢a q d U E U La E m N O O O Q M 30 a F- J S o W S = U W W W Lo J U) Q N O Lh O N LO 0 a FL #17597 DATE 03-06-15 SCALE AS NOTED DRAWN A.R. PROJECT I5-025 DRAWING NO. AD15-15 1 OF 5 SINGLE HUNG WINDOW WITH JAMB ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE "A" GLASS TYPE "B" HEIGHT (H) WIDTH (W) EXT. (+) INT. (-) EXT. (+) I INT. (-) 19 1/8" 90.00 100.00 90.00 100.00 26" 26 1 /2" 90.00 100.00 90.00 100.00 *(2) 37" 90.00 100.00 90.00 100.00 53 1/8" 90.00 100.00 90.00 100.00 19 1/8" 90.00 100.00 90.00 100.00 38-3/8" 26 1 /2" 90.00 100.00 90.00 100.00 *(4) 37" 90.00 100.00 90.00 100.00 53 1/8" 90.00 100.00 90.00 100.00 19 1 /8" 90.00 100.00 90.00 100.00 50-5/8" 26 1 /2" 90.00 100.00 90.00 100.00 *(4) 37" 90.00 100.00 90.00 100.00 53 1/8" 90.00 100.00 90.00 100.00 19 1/8" 90.00 100.00 90.00 100.00 63" 26 1 /2" 90.00 100.00 90.00 100.00 *(5) 37" 90.00 100.00 90.00 100.00 53 1/8" 70.00 90.00 70.00 90.00 19 1/8" 90.00 100.00 90.00 100.00 76" 26 1 /2" 90.00 100.00 90.00 100.00 *(6) 37" 70.00 90.00 70.00 90.00 53 1/8" 70.00 80.60 70.00 83.00 * () NUMBER OF ANCHORS PER JAMB /Q" ANNEAL GLASS )" GLASSLAM SAFETY JS II BY GLASSLAM ANNEAL GLASS WSIL 995 BACK SILICONE GLASS TYPE "A" 5/16" OVERALL LAMINATED GLASS CRL GRAY EDGETECH SUPER SPACER - GLASS SPACER - SILICONE FOAM BY C.R. LAURENCE CO., INC. 1/8" ANNEAL GLASS (1/8" TEMP. GLASS FOR USE IN SMALL MISSILE AREA) 3/8" AIR SPACE 1/8" ANNEAL GLASS .090" GLASSLAM SAFETY PLUS II BY GLASSLAM 1/8" ANNEAL GLASS EXT. DOWSIL 995 BACK SILICONE GLASS TYPE "B" 13/16" OVERALL INSULATED LAMINATED GLASS z 0 Z o 0 13. o x N Co U Ip W G W a q 0 W N F d � A .. 0 z�4 Q. FL #17597 ``��``'.•s.� /, DATE 03-06-15 ':A.g�677 �* �• SCALE AS NOTED : NO, - :. • ... DRAWN A.R. * i k i W PROJECT I5-025 •• • t `' DRAWING NO. .FSSIONP�AD15-15 11nnn1.;" December 30th , 2020 2 OF 5 N co E w d d — ° EDGE DIST. ° d d d° 4 w �w CONCRETE w 0 0 O o 9 lx z W ~ w O o 15 DOWSIL 995 d SILICONE ° ALL AROUND PERIMETER (TYP.) d ° d ° ° ° d a ° d a � 1 BY WOOD BUCK cn< TYP. ANCHORS SEE ELEV. FOR SPACING d Z w ia d w d C®NfRETE a 44t-DGE DIST. d d ° a° ° d A ° I— w z w METAL --STRUCTURE [EDGE WOOD BUCK OR 1/4" SHIM MAX. OO RUCTURE DIST.. i0 zw �s 1/4" SHIM MAX. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' - 1/4" ULTRACONS BY 'ELCO' (Fu = 177 KSI, Fy = 155 KSI) • INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD • THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B' - 1/4" TEKS OR SELFDRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES TYPE 'C' - #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • INTO FLORIDA STATE APPROVED MULLIONS • STEEL : 16 GA THK MIN (Fy = 36KSI MIN.) • ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MASONRY . ASTM C90 GROUT FILLED CONCRETE BLOCK • ASTM C90 HOLLOW CONCRETE BLOCK CONCRETE . fc= 3,000 PSI MIN. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCURE = 3/4" MIN. ALL ANCHOR OPTIONS CAN APPLY TO HEAD, SILL AND JAMB ANCHORS. 0 z PEA o 2 a N 1n U UU s ww W a a 4j U °' C @ d a o .0) U to Z U) w (? Z a Z Fa- D co W Z E- o Z r u �a Z z a.8 z �, W ry a Mtap a� Do L c c6 i S 0 u ! c�/ LL fA 0 O i 0 00 ! C) > i 3 0 Q � o v ' Z F- 5' ! Q o cn ) W W > N J ' 0 co Z CO ! 00 00 , N 0 ! M ' w a FL #17597 DATE 03-06-15 SCALE AS NOTED DRAWN A.R. PROJECT 15-025 DRAWING NO. AD15-15 3OF5 TYP. ANCHORS SEE ELEV. FOR SPACING MI 1/8".SHIM 2 BJDSTRUCTUR Y OD BU w WO VENT WIDTH D.L.O. (VENT) WINDOW WIDTH EXTERIOR 3" a a /8" HIM M � a a TYP. ANCHORS MIN. SEE ELEV. FOR EVBIF=vi G SPACING Ta v U) as � w C9 CONCRETE OR w MASQNRY. BILL OF MATERIALS ITEM # QTY. PROFILE DESCRIPTION MATERIAL MANUFACTURER/REMARKS 1 2 E101 FRAME SILL, PC WHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 2 2 E102 FRAME JAMB, PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 3 2 E103 FRAME HEAD, PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 4 2 E104 FRAME INTERLOCK, PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 5 2 E105 VENT SILL, PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 6 2 E106 VENT JAMB, PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 7 2 E107 VENT TOP, PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 8 2 E108 LOCK EXTRUSION, PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 9 8 E110 GLAZING CHANNEL, PC WHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 10 8 E121 ALUM. INSULATED GLAZING CHANNEL ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 11 AS REQD. E127 ANCHOR CLIP 16 GA ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 12 AS REQD. E128 ANCHOR CLIP 16 GA ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 13 AS REQD. SEAL01-1 DOWSIL 995 BACK SILICONE SILICONE DOWSIL 14 AS REQD. W0019 .125 X .25 GLAZNG TAPE, 2 SIDED TAPE FRANK LOWED 15 AS REQD. V0021 E202 VINYL BULB, GLAZING STOP VINYL FENESTRATION GLASS PRODUCTS 16 AS REQD. V0020 E708 VINYL BULB, FRAME VINYL FENESTRATION GLASS PRODUCTS 17 AS REQD. #8 X 1 FRAME ASSEMBLY SCREWS STEEL SPH SHEET METAL SCREW 18 AS REQD. Q23 WOOL PILE FRAME WOOL ULTRAFAB 19 AS REQD. BL100 100 SERIES BALANCE METAL BSI 20 AS REQD. - SETTING BLOCK EPDM +/- 65 - SEE SEPARATE FLORIDAAPPROVED MULLION WINDOW WIDTH METAL STRUCTURE co TYP. ANCHORS o SEE ELEV. FOR w TYP. ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH lip FL #17597 ``��\`,/'® ••718.. I� DATE 03-06-15 SCALE AS NOTED DRAWN AR 0F �� + PROJECT I5-025 (? �� DRAWING NO. 01'''aFgS10NP,' AD15-15 December 30th , 2020 4 OF 5 eA 4 3.088" 0000 0 O O Cn [T.062" 1.001" rpi (V p 00 O O O .616 ' O Oo 0 OE103 O E110 ® E103 FRAME HEAD GLAZING CHANNE LOCK EXTRUSION 3.088" 1.654" 00 o CV co CC) O M O CD u CD O O 1.198" 1.844" ®E102 © E106 FRAMEJAMB VENTJAMB 3.252" 2.435" iv O � 0.062" Lo c- 0.062" "' N c0 cj Co Co 00 0 OE101 O E107 FRAME SILL VENT TOP Lo 0 1.554" 1.244" 0.062" 0 Lo 0) Cq im 0.062" 0.125" `V N 00 N 1.621" OE105 O E104 VENT SILL FRAME INTERLOCK 1.720" 1.115" - rn 0.062" M (h 0 0 M 0co po O 1.175" 0 11 E127 0� 12 E128 10 E121 ANCHOR CLIP ANCHOR CLIP GLAZING CHANNEL FRAME INTERLOCK TO JAMB FRAME BOTTOM CORNER 17 i /" VENT BOTTOM CORNER 17 � ® .N U c ® @ O N t` N C1 U M Z 0 z a � LU W Z E o Z 0 U C oa � z � Z W of d 21 U) J U 0 J J m o � cn 0 0 z o og _ ¢ M o Z f-L z Q o = c) UUi J w 0 Z Q N z_ J Q coo O N o U i N O 2 U W U a w w w U) FL #17597 DATE 03-06-15 SCALE AS NOTED DRAWN A.R. PROJECT 15-025 DRAWING NO. AD15-15 50F5 m t•l 5ERIE5 350-M5 OUT SWING DOOR LARGE M 1551 LE IMPACT (L. M . I .) 0.075" STORMGLASS INTERLAYER IMPACT LEVEL II D II BY OLDCASTLE GLASS r-- 3/ I G" HEAT STRENGTHEDED 3/1 G" HEAT STRENGTHEDED DOWSIL 995 CONTINUOUS STRUCTURAL SILICONE * SILICONE 18 i COMPATIBLE BCAKER-ROD TYPICAL W \ m _ 6 � O ` 16 5 DOWSIL 995 CONTINUOUS # I OX 1 /2" P.H. STRUCTURAL SILICONE 4" FROM END, I G" ON CENTER GENERAL NOTES: - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMEN_T_S_OF TdE-7_TI-- EDITION FLORIDA BUILDING CODE (2020) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). -DOOR IS DESIGNED TO BE USED AT LARGE MISSILE AREA. SHUTTER IS NO REQUIRED. DOOR NOT APPROVED FOR WATER INFILTRATION TO BE PROTECTED BY OVERHANG OR CANOPY. OVERHANG LENGTH OH RATIO = OVERHANG LENGTH > I OVERHANG HEIGHT EXTERIOR - ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL - MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 7TH EDITION FLORIDA BUILDING CODE (2020) SECTION AS APPLICABLE. - METAL STRUCTURES BY OTHERS TO BE DESIGNED TO SUPPORT THE LOADS IMPOSED BY THIS GLAZING SYSTEM AND TO TRANSFER SUCH LOADS TO THE BUILDING MAIN STRUCTURE. - ULTIMATE LOAD OBTAINED FROM ASCE 7-1 G, MULTIPLY BY O.G SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. INSTRUCTIONS: USE CHARTS AS FOLLOWS. % ff q ­', V T 1 r .. , K NOTE: GLASS COMPLIES WITH ASTM E 1300-09 (3 SEC. GUSTS) i� ,�,�,��C���---gp m.R- a �G' ,CCl STEP 1 : DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG HEIGHT, WIND ZONE USING APPLICABLE ASCE 7-1 G STANDARD. STEP 2: SEE SHEEET COVER FOR GLASS OPTIONS. STEP 3: SEE SHEET E I * E2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE WIND DURATION. SEE SHEET E I * E2 FOR HARDWARE OPTION. STEP 4: SEE ANCHOR TYPE ON SHEET A 1. SEE SHEET E I t- E2 FOR ANCHOR SPACING. ABBREVIATIONS AND SYMBOLS D.L.O. - DAYLIGHT OPENING F.H. - FRAME HEIGHT SECTION NUMBER F.W. - FRAME WIDTH W/ - WITH A W/O - WITHOUT SHEET NUMBER O.C. - ON CENTER FILE COPY FL #32365 1 6�ZF3677 i December 15th , 2020 E U U m o J m 0 2 O z O w o 'M v -� M C 7) z x O Q LL U Cl) U) = W 6 O o ch z ��-. = N co W (� CO h W M w 0 �m zo s 0 Drawn Date Sale 061182020 DRAWING NO. AD20-23 COVER Sheet No. I OF 8 ANCHOR5 TYPE 5EE EMC 4500 5Y5. APPROVAL 2" 5" 5" I! � D1 , I i� I � O � J �I I) i II ! 5 D1 l r — -i— I 5" 5" 5" 2" 46" MAX. 2 1 FRAME WIDTH EMC 4500 5Y5. SEE SEPARATE PROD. APPR. 2 1/4" 2 I/ 2„ 2" 2 112" �2 1 /2" LJ�2 1 /2" 2 1/4" 2 1/4" 1 2 1/2" 2 1/2" 1 OPTION Z. 2" /1 ONLY FOR ANCHOR INTO WOOD N 5" 5" 22" 22" 5" 5" 5" 5"— MAX. MAX. ��-- - I N 5 �O moor N NI D2 __ .._.-..— —i m N NI D1 N N / N 1 / N N />� OPTION ONLY FOR ANCHOR INTO WOOD i 2 1/4" �� 2 1/4" k3" 3" 22" O.C. / MAX. N Dt I D1 \ O 1 O w I to 2�_ = LU v / 1 3 \ = Iu D2 D2 w O O xd D2 D2 �O—, /y N - LL_J O � N IO `0� N O 27 \l/,8" MAX 27 I /8fMAX I 27 I /8" MAX 27 1 /,'MAX DfL.O. I D.L:O. D.L.O. 0 lu \ 3 I I \ 3 � D1 D1 —\'-ADAMS r EO I4" 1 2" 14" EQ 5" 5" 5" EQ 14" 12" 14" EQ MAX. 1/2" MAX. MAX. 2 RITE 15505 3-POINT LOCK MAX. MAX. MAX. OPTIONAL. PANIC HARDWARE 5 5 I/2° ADAMS RITE 1870 FLUSH BOLTS STD. 5 1/2' 5 1/2" il REGENT SERIES 5770 72" 2 1 4' 48" MAX. 2 1 4" 72" 2 4' DOOR MAX. FRAME WIDTFF DOOR MAX. TYPICAL ELEVATIONS ADAMS RITE 18505 3-POINT LOCK ADAMS RITE 1870 FLUSH BOLTS STD. HARDWARE MAX. DESIGN LOAD (FOR SIZES SHOWN ABOVE OR SMALLER) AS PERMITTED BY FBC MISSILE IMPACT RATING ADAMS RITE 18505 3 LARGE MISSILE POINT LOCK WITH 1870 + 75P5F / -75PSF IMPACT RATED FLUSH DOLTS REGENT SERIES 5770 LARGE M155ILF PANIC HARDWARE WITH + 50P5F / -5OPSF IMPACT RATED CONCEALED VERTICAL ROD NOTE: SEE 5HEET A I FOR ANCHOR5 TYPE. TYPICAL ELEVATIONS FL #32365 S �1R1�T I OId�. Vie: 6W3 :* S, .�� . s� December 15th , 2020 U o J 0) 00 0 Uj Z O W 3 U) Q M C Z 2 t O Q cn U) r w t�r> m Q o Z = co v� 11 W A N co � 0 w to 0 w I- 0 ,Z Drawn Date Swle o6/terzo2o DRAWING NO. AD20-23 E1 Sheet No. 2 OF 8 '! If m OF OPTION cV % ONLY FOR ANCHOR INTO WOOD It 5" 6„ i 1 4 N LU / 1 D2 4�3 O v D2 \ Q O \ N O CM 0 27 1`/8" MAX 27 1 /8)/MAX D.L O. D .O. U w \ 3 v ■ 14" 14" j 12" j 14" i 14" MAX. MAX. MAX. MAX. MAX. 3 1/4" 3 1/4" ADAMS RITE 18505 3-POINT LOCK 2 14" 72" 2 1 4" ADAMS RITE 1870 FLUSH BOLTS STD DOOR MAX. TYPICAL ELEVATIONS HARDWARE MAX. DESIGN LOAD (FOR SIZES SHOWN ABOVE OR SMALLER) AS PERMITTED BY FBC MISSILE IMPACT RATING ADAMS RITE 18505 3 LARGE MISSILE POINT LOCK WITH 1870 + 75P5F / -75PSF IMPACT RATED FLUSH BOLTS REGENT SERIES 5770 LARGE MISSILE PANIC HARDWARE WITH + 50P5F / -5OPSF IMPACT RATED CONCEALED VERTICAL ROD N 112" v / U � � O �� O C) � o N 27 N5" MAX D.L:Q. 3 \ D1 ■ 14" 1 14" N MAX. MAX. 3 I/4" 3 I/4" 2 1 4" 30 2 1 4" DOOR MAX TYPICAL ELEVATIONS NOTE: SEE SHEET A I FOR ANCHORS TYPE. OPTIONAL. PANIC HARDWARE REGENT SERIES 5770 FL #32365 -Ml q r $�1Rt�TIOIQ►,. .. or— : m; �'0 gC 2: �� 0 F O P ������• Os December 15th , 2020 V o Z rQ rQ bQ U)u'i Z Z Q a F-'s ao J ~ W U) u W Z Z U x a z ¢0 E Zm W D z F ULa o bo C � � ® w U E 4 CIS J E o C Z O w v N O w 3 Cl� c z = J O Q u U Cl) cn t— = w M to 00 th Q CV U) t w o Cl) w U N W LO M J W F Drawn Date Scale 0611WO20 DRAWING NO. AD20-23 E2 Sheet No. 3 OF 8 `7 MIN. n EDGE DIST. DOW51L 795 a e SOLICONE t BACKER ROD a ° TYPICAL ANCHORS SEE ELEVATION FOR SPACING U_ uu uc� z u / CLI O =; \ w wJ LEL w LE LU e d e CONCRETE ad Pc = 3000 psi MIN. # I OX 1 114" TYP. SEE GLAZING DETAIL A DETAIL DI _ m � Ln q) 1 Q � DOW51L 995 STRUCTURAL ix SILICONE GLAZING DETAIL A G DOW51L 795 50LICONE * BACKER ROD SEE GLAZING o DETAIL A i 6 p O I 3 L o v , w O N #IOXI/2" P.H. _ �z ^ 4" FROM END, 1 G" ON CENTER w # I OX 1 1 /4" TYP. = O _ 20 LU > 9 w N — U__W DETAIL p L 3 DETAIL o — a —n.n C) J ° d a CONCRETEa a z to Pc = 3000 psi MIN. d MIN. a EDGE DIST. QD w LU U_ G U_ TYPICAL ANCHORS SEE ELEVATION FOR SPACING # I OX 1 1 /4" TYP. DETAIL i i uum I v i I I IIIIIII I z I I IIIIIII I I EMC 4500 SYS. I SEE SEPARATE I I IIIIIII I I I plllll I I PRODUCT APPRDVAL � I I uum I I w�_ uu _______ w I uIIuI DETAIL I� 5 . w x IL _- rts�n� II II ____ _ D I �l II d C� °5�rZIL CONCRETE Q e e m Pcd— 3000 psi MIN° x ° d L Q a W ° MIN. TYPICAL ANCHORS EDGE DIST. SEE ELEVATION FOR SPACING _ I FL #32365 1 19OW677. i December 15th , 2020 V o 0 Z i` bD V-' a CD 0ad Z z w _ F 8 0.0 Jco 11 r. W rn W Z Z X :- 0 z do Z `'-' Ill a V xa o a, tb C � C G � � C w U r E O U Cr J E J O 0 C o z U LU V O w p U) cro r I O Q _ W O m Q o CY)U) LO z = N T W fM 00 W U N co W O LU 0 �z Drawn Date Sale o6,tWozo DMWING NO. AD20-23 D1 Sheet No. 4 OF 8 A FOR SIDELITE FRAMING t- GLAZING SEE SEPARATE 3 4 PRODUCT APPRDVAL v N auio;' TOP * BOTT. -- v 20 BOLT GUIDE z u #IOX112" P.H. TYPICAL ANCHORS a 4" FROM END, SEE ELEVATION FOR ° 10 I G" ON CENTER SPACING tldl�l�dtiL = LO--- z o EMBED 1/4" SHIM 2 1 /4" 4 7/ 1 G" D. L. O. MAX. DOWSIL 795 SOLICONE EXTERIOR 4� BACKER ROD DETAIL D2 FOR SIDELITE FRAMING GLAZING SEE SEPARATE 3 4 PRODUCT APPRDVAL v Z Lu N v ° #IOXI/2" P.H. 4" FROM END, I G" ON CENTER TYPICAL ANCHORS a SEE ELEVATION FOR ° SPACING c~n a MIN. z o EMBED 2W ° � a � a w 1/4" SHIM MAX. DOWSIL 795 SOLICONE 4� BACKER ROD 2 1/4" 1 1" 1 D.L.O. EXTERIOR 4 DETA I L D2 2 1/4" 3 5/6"X I 1 /8"X 3/ 1 G" CONTINUOUS BRAKE FORMED STEEL CHANNEL THE FULL LENGHT OF MULLION REQUIRED FOR ALL FRAME UNDER WIND LOAD > 45 PSF # I OX 1 /2" P 4" FROM Et 4 7/1 G" 1 D.L.O. # 12 XZ" FH MS EXTERIOR 2 DETAIL D2 # I OX 112" P.H. 4" FROM END, I G" ON CENTER 2 1/4" 1 1" I D.L.O. 5 DETA I L D2 TOP $ BOTT. EXTERIOR 3 DETAIL D2 SHEAR BLOCK AT TOP AND ZAILS FASTENED THRU H # I OX 1 1/4" SMS. SECTION THRU RAILS ON DOUBLE DOORS THE LOCK FOR ACTIVE DOOR 15 ADAM5 RITE M5 18505 3 POINT LOCK. INACTIVE USES EITHER STD. 1 870 FLUSH BOLT OR THE 2 POINT M5 1880/ 1581 . SINGLE LEAF DOORS ARE FITTED WITH 3 POINT LOCK FL #32365 677 ; � A 11� December 15th , 2020 o Z U � by i 01 Z Z Q 00 W in U Z W 0 Z (7 d O U Z 0. c Z W i bb m� As A w U U E 0 J p7 J W O z O w a 3 Q W in W M C inJ O Q w U U) CO r° = w � O Q o Z cM = N w `O C; Of W U N Cl) to W J W F Iloolimi MW ING NO. AD20-23 D2 Sheet No. 5 OF 8 V TYPICAL ANCHORS SEE ELEVATION FOR SPACING TYPICAL ANCHORS SEE ELEVATION FOR SPACING 0 c ° MIN. z o EMBED :2 IL o 1 /4" SHIM MAX. TYPICAL ANCHORS: SEE ELEV. FOR SPACING MIN. EDGE DIST. v�- TYPICAL ANCHORS SEE ELEVATION FOR SPACING TYPE A: 5/ 1 G" "ELCO" ULTRACON (FU= 177K51, FY= 1 55K51) INTO 25Y WOOD BUCKS OR WOOD STRUCTURE 1-1 /2" MIN. PENETRATION . DIRECTLY INTO GROUT FILLED BLOCK (JAMB ONLY) 1-3/4" MIN. EMBEDMENT DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBEDMENT TYPICAL ANCHORS SEE ELEVATION FOR SPACING METAL STRUCTURE w TYPICAL ANCHORS SEE ELEVATION FOR SPACING TYPE B: 5/1 G" "ELCO" DRIL-FLEX SCREWS (GRADE 5 CR5) (FU= 120K51, FY=92K51) INTO MIAMI-DADE COUNTY APPROVED MULLION OR INTO METAL STRUCTURES (3)THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1 /8" THK. MIN. (GOG3-T5 MIN). STELL: I G GAUGE MIN. (FY = 33 K51 MIN.) _TYPICAL ANCHORS SEE ELEVATION FOR SPACING 213Y WOOD BUCJS WOOD 5T TURE 1/4" SHIM l l MAX. MIN. EDGE DIST: INTO CONCRETE OR BLOCKS: 2-1 /2" MIN. INTO WOOD STRUCTURE: 3/4" MIN. INTO METAL STRUCTURE: 3/4" MIN WOOD BUCKS AND METAL STRUCTURE BY OTHERS. MUST SUSTAIN LOADS IMPOSED B GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEVATION FOR SPACING WOOD AT HEAD, SILL OR JAMBS: SG = 0.55 MIN. CONCRETE AT HEAD/SILL OR JAMBS: f'c = 3000 PSI MIN. FILLED BLOCK AT JAMBS: f'c = 2000 PSI MIN. 1/4" SHIM l l MAX. NOTE:THE SUBSTRATES IN THI5 SHEET CAN INTERCHANGE TO MEET DIFFERENT CONDITION FL #32365 �O �•. ���Q�•t� 9�Tf-AT I 4.6L FZS677• ..v Cj December 15th , 2020 E 0 Cr J E J 0 u 00 z O w O W p~i) M c c O Q � n6W O t Q o 00 U z '3 64 W 00 U tb W N C N W M W F- �m 0 0 �z Drawn Date S.I. 06/tarz0zo DRAWING N0. AD20-23 Sheet No. G Of 8 BILL OF MATEf�lALS ITEM PART DESCRIPTION MATERIAL MANUF. I WWI 4H FRAME HEAD ALUM. GOG3-TG EMC 2 WWI 3GB HEADER GLASS STOP ALUM. GOG3-TG EMC 3 WWI I M FRAME /JAMB BASE "ALUM. GOG3-TG EMC 4 WWI 7J JAMB FOR DOOR ALUM. GOG3-TG EMC 5 WWI 85 EXTER. GLASS STOP ALUM. GOG3-TG EMC G WWI 95 INTER. GLASS STOP ALUM. GOG3-TG EMC 7 WW520B DOOR THRESHOLD ALUM. GOG3-TG EMC 8 WWI 3 I I DOOR TOP RAIL ALUM. GOG3-TG EMC 9 WW1314 DOOR BOTT. RAIL ALUM. GOG3-TG� EMC I O WW1315 DOOR JAMB STILE ALUM. GOG3-TG EMC I I WWI 3 1 G DOOR ASTRAGAL ALUM. GOG3-TG EMC 12 WWI 338 SHEAR BLOCK ALUM. GOG3-TG EMC 13 WWI 339 BACK PLATE ALUM. GOG3-TG EMC 14 ASTM-3G REINF. CHANNEL STEEL,3 5/8"X I I/8"X 3/ I G" EMC 15 4102 BACKUP PLATE STEEL, I I /8"X8"X I /8" EMC I G - SETTING BLOCK AT I/4 POINT 5/8"X3/8", EPDM, DUROMETER85+/-5 SHORE -A EMC / TREMCO I GA - SETTING BLOCK AT I/4 POINT 9/ I G"X3/4", EPDM, DUROMEfER85+/-5 SHORE -A EMC / TREMCO 17 NNVFP489 WEDGE GASKET EPDM, DUROMETER 70+/-5 SHORE -A EMC / TREMCO 18 WWFP49 I B I /4"X I /4" STOP EPDM, DUROMETER 70+/-5 SHORE -A EMC / TREMCO 19 WHWF350 WEATHERSTRIP FINSEAL AMESBURY 20 AP 305 WEATHERSTRIP DUAL TPE SCHLEGEL 2 I 3833 3/8" THREADED ROD STEEL,3/8"X33" EMC 22 G234 THRESHOLD CLIP STEEL, I "X I "X2" EMC G V � o z }Z CQ J-0 4 I/2"REMAKE— z Z Q �w o D O LLp W 0 — — Z U >, LL ._.. l.� U 00 v Z � Z � c O ...., 0 2 3/8" W w } (7 a o r7 o V l~ p ® a FRAME HEAD 2 HEADER GLASS STOP 3 FRAME /JAMB BASE w WWI 4H (GOG3-T5) WWI 3GB (GOG3-T5) WWI I M (GOG3-T5) U 4.500" gr O 0.880" O.OG T T O o O u 0O o O ems. J 0) O J 0. O" .875' 0 cry o z 0 Of w v 3 �! " M U JAMB FOR DOOR EXTER. GLASS STOP INTER. GLASS STOP CO z =LLB C4)WW I 7J (GOG3-T5) 5 WWI 85 (GOG3-T5) WWI 95 (GOG3-T5) 0 Q 0 cn cn � = w 1 .750" 3.500" O < ch Z � = N cn — w � � Ln - w U w O N 0 w l - L 4.G25" t� O — Lu DOOR THRESHOLD 7 WW520B (GOG3-T5) 0. 1 25 DOORJAMB STILE v WWI 315 (GOG3-T5) 1 .750" p - Ln - - C o 3.497"Ln — W,:. SHEAR BLOCK m FL #32365 o N b WWI 338 (G0G3-T5) ; . O. 125" � z `�DIm Date S.,e V-77-11L�8677 S �. • w DRAWINGNO. •u, AD20-23 zi °F .a= �Q DOOR TOP RAIL -DOOR DOTT. RAIL ODOOR ASTRAGAL BACK PLATE REINF. CHANNEL •,a190. U WWI 3 1 1 (GOG3-T5) WWI 3 14 (GOG3-T5) WW 13 16 (GOG3-T5) 3 WWI 339 (GOG3-T5) 14 STEEL, ••, s �.�`;•�' PARTS-1 3 5/8"X I I /8"X 3/ 1 G" THK. , i; ��SaON� December 15th , 2020 Sheet No. 7 OF 8 10 0 ° Z bD 13 oz # 10 x 1 1 /4" 5.5. SCREWS R o ° W U) 12 ��) Z o 0 z r Z a� 8 I W x o II 0 a 2 o W U 'r 21 (2)# 10 F. H . 5CREW5 E U 22 (2)# 10 F. H . C o DOOR TOP CORNER SCREWS Z o W � w v w 7 CC/) M 13 0 z o a U, U) r- = W ,� o ¢_ o _ Cn Z = N 12 I I ��`) w N 9 f I,. W o II F- II FRAME BOTTOM CORNER 10 21m 0 FL #32365 0 '..4 69 . G pf" P z 5' `��•. Drawn Date Rate # 10 x 1 1 /4" 5.5. SCREWS �` �c3677 :� �. DRAWING NO. AD20-23 ISO DOOR BOTTOM CORNER December 15th , 2020 Sheet No. 8 OF 8 ,,N SUMMIT DESIGN &FORENSICS, INC. 7 215 S E PORT S AINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN J. MAS KOL FL PE # 66080 H z a � a a � a z Q a Q z w x � a N _ N O h p z a CIO J N W F� DATE DESIGNED GI\Ml 10-13-20 DRAWN GMW 1 0- 13-20 CHECKED JOB NO. 2020-328 �������} ���U���Tl���J N/lT��` �z�_/��-/�r��- FOUNDATION /v��/�_./. Concrete shall be aminimum pf4^thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 8"x 6"101QWWMprovide 1"coverage Concrete shall have at rnininnunn compressive strength of not less than 3500p.m.i All gOdeg. hooks are ho be extended 10" minimum beyond the turn. Field bends are tobedone cold and the diameter ofthe bend, measured onthe inside qfthe bar, isnot tpbeless than six bar diameters. Minimum coverage for nabarshall be 3" in footings and 1 1/2^ in bond beams. Hooks may be rotated horizontally if required to achieve nninirnunn coverage. ReUarmver|ap shall be 48 bar diameters. 30" for #5 nebar The foundation design assumes that the soil has a minimum load carrying capacity mf2D0Op.s.f. In the event the mol| bearing capacity falls below 2000 p.s.f. This foundation plan may hesuperceded by Foundation Design En0ineer. Satisfactory compaction best of fill does not verify lower soils are adequate. All specifications and dimensions tmbmverified bycontractor. All exterior slabs shall slope a mnim|rnumo 1/8^ per foot for drainage FORMW����K��8���� �� ��[1�|�[�' ORK �� .//,^//`'/~��' Nostructural concrete shall bestripped until ithas reached atleast 8D% of the 28 day design strength. Design, Erection, 8k Removal of all formwork, shores, @k reshomas shall meet meet the ACI Standards 347 and 301. Contractor toverify all building setbacks prior tmthe start nfconstruction. Afomnbnard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEIT&IT: Foundation has been designed for a soil bearing capacity of 2000 p.s.f. Fill shall be laid in layers of 6". Each layer to be compacted to 950/6 If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be |nadecuahe, he must immediately report |ttmthe owner and the Architect orEngineer soas to order a soil boring test. #owel Rod Repair Note.- Inthe event vertical steel has been omitted from the down pour locations, drill 5" into concrete (no closer than 3 3/4" from edges and 5" from ends mfcap walls) Remove dust per manufacturers instructions and use Two part epoxy to anchor the #5 nmbar|n place. Use either "Hi|ti C-100" or Simpson Epoxy -Tie. Plumber toconsult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions onother sheets. Do not scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" orless shall have slope nf1/4" per hggt minimum. All sanitary lines above 2" shall have a slope of 1/8" per foot Lowest living area floor elevation {refered as 0.00'} to be set by a professional land surveyor to the required building department elevation, but not less than 18° above the crown ofthe road. FOUNDATION PLAN MAX. &AS SHOWN 24" x mono. footing 14It- MONO. EDGE FOOTING STEP FOOTING 24" X mono. footing with (2�6#5 rebor cont. Recess 4" at Shower and curb 8" 24 CURB FOOTING RECESS AT GARAGE 19/32" C.D'X . PLYWOOD SEE CONNECTOR SCHEDULE 12 TRUSSES 24"c.c. ALUM. DRIP EDGE ON 2 X 6 P.T. FASCIA WRWITH ALUM. /\P WIRE LATH AND STUCCO -J ' W/ 6"X22" SCREENED VENTS SPACED PROVIDE "CASTCRETE" PRECAST LINTELS ABOVE ALL OPENINGS AS NOTED ON ELEVATIONS M0 Typical ^ || ��&/ Section 1/2" CLNJ BOARD WITH #5 VERT. DOWEL IN GROUT FILLED CELLS L / ' SEE FOOTING ON CLEAN, COMPACj'ED, DETAILS TERMITE TRLATED Flj"ILL F I L�� 6'; 10P y S U M M I T DESIGN & FORENSICS, INC. 725 SEPORT 3AlNTlJJC|EBLVD. SUITE 203 PORT S&lNILJ[IE FL34V84 (772)285 0572 D8\AqJ.DIASKDL FCPB#66O00 DID DATE DESIGNED DRAWN CHECKED JOB NO. 2020-328 S U M M I T DESIGN &FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 Eur • ff0L4"T 4fi A�ii[�P►I ROOF VENTILATION CALL: REQUIRED VENTILATION: 5819 SF (144 SQ. IN./SQ. FT.) / 150 = 5586 SQ. IN. SOFFIT VENTILATION: 82 VENTS (6"X22"X0.5) = 5412 SQ. IN. RIDGE VENTILATION: 20 FT (12 IN/FT) (1.5 IN) = 360 SQ. IN. • T.O. BEAM �► BRIAN J. MAS KOL FL PE # 66080 ,r e to z 0 a z U w z Q o w x x w z 0 t'" N Q Q O 0 z 0 N 5 w x con DATE DESIGNED GMW 1 0- 13-20 DRAWN GMW 1 0- 13-20 CHECKED JOB NO. 2020-328 I�3 N �• 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 C 1 ' ELECTRICAL LEGEND CARBON/SMOKE DETECTOR Q O VAPOR PROOF SURFACE MOUNTED LIGHT W SMOKE DETECTOR PENDANT LIGHT ®N TELEVISION I-e--­1 SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE PFI TELEPHONE EXHAUST FAN OUTLET WO/LIGHT EXHAUST FAN OUTLET W/LIGHT INTERIOR WALL UGHT1NG DUPLEX OUTLET 220 V OUTLET GROUND FAULT INTERRUPTER WEATHER PROOF GROUPED FAULT SWITCH THREE WA." SWITCH NOTE: RECEPTACLES IN KITCHEN & BATI-I AREAS TO BE 46' A.F.F. ALL 120V SINGLE PHASE 15 do 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPTICALES MUST BE INSTALLED IIN 120 VOLT. SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS N an rem* 4398 Living S.F. at 3 VA (2) 20 Amp Appliance Ckts Laundry Dryer Dishwasher Range Ref. Circuit Garage Door Opener Grinder Disposal Microwave Water Heater Grinder Well Pump Total First 10 KVA at 100% Remainder at 40% AC Heat at 100% AC Heat at 100% 64,558 VA / 240 V = 269 Amps 400 Amp New Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified (3) f3 O fTHHN) coppeer and 1 4 ground co copper In 2 galy. conduit #�- a a ♦ri- -- 400 amp main muter combo w/ (2! 200 Amp breakers F.F,.— service Un d arground 7Ktie ggrew nd wire to footlrg rebars Electrical Riser Diclararn u e. t �S BRIAN J. MAS KOL FL PE # 66080 z 0 a a w Q z o w x w z 3 0 N_ � Q O O z 0 � N 5 w x rrTT� W r. 41 DATE DESIGNED GMW 1 0- 13-20 DRAWN GMW 1 0- 13-20 CHECKED JOB NO. 2020-328