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BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING DATA 4 DESIGN PRESSURE SCHEDULE Mark by Mark Corson
EXISTING BUILDINGS OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS: PROJECT/NAME GEIB RESIDENCE ARCHITECT M.A. CORSON 4 Date:
BUILDING DE51GN ADDRESS: ASSOCIATES, INC.
SUMMARY: PRODUCT MODEL # MANUFACTURER ATTACHMENT METHOD PRESSURE EXPIR. DATE Corson 2021 .10.03
THE ALTERATION AREA HAS BEEN EVALUATION AGENCY TYPE, SIZE, SPACING 4 EMBEDMENT PRODUCT
ESFRES5URE GN APPROVAL# ALL PRESSURES CALCULATED WITH THE FOLLOWING: 16:27:42 -04'00'
DESIGNED TO: LEVEL 2 „ „ 1, WIND LOADS BASED ON FLA, BUILDING CODE 2020 8, WALL ZONE (PSF): 4) +35,1 / -40,0
0
5/16 x 2 3/4 TAPCONS (7TH EDITION) 4 ASCE 7-16, AND 2020 N,E.C, 5,735,1 / -42,4
* Chapter 5 of the FBG 2020 Existing Building HORIZ. ROLLER EVERY SHWINCO EVERY HOLE. ALL WINDOW +35,1 / -42,4 N/A 2, BUILDING DESIGNED AS: ENCLOSED OPEN 9, GARAGE DOOR (PSF): N/A o
* less than 50% of the aggreregate area WINDOWS DOMINATOR SIZES SAME ATTACHMENT. p 3, MEAN BUILDING HEIGHT: 12 FT, ROOF PITCH: 6 /12 10, LOADS: FLOOR 60 PSF z (, 61.1
s Z
* The lateral-force-resistin s stem of the existin FL# FL lro4-11.1 INTERNAL PRESSURE COEFICIENT +/- : 0,15 ROOF/DEAD 15 PSF ROOF LIVE 30 PSF , W D1; rn
g y g (IMPACT) WORST CASE SCENARIO CALCULATED o } o o
structure is adaquate to withstand any new lateral 3RD PARTY 4, WIDTH OF END ZONE: 4' 11, SHEAR WALLS CONSIDERED FOR STRUCTURE? O N w N 9 N N 6
loads of the new addition per Section 5015 of the WIND SPEED: 170 MPH 3 SECOND GUST YES X NO d d) .4 '� Q o
2020 FBG Existin Buildin s. SLIDING GLASS SERIES 9�00 SHWINGO +35.1 / -42,4 N/A 5, BUILDING CLASSIFICATION TABLE I-I, ASCE 7 12, CONTINUOUS LOAD PATH PROVIDED? O"' iX 9 S
g g 1/4" x 2 3/4'' TAPCONS / 012 HEAD F,B.C, TABLE 1604,5 II YES X NO z z '� T Q z p
* The existing residence shall hardwire smoke alarms where and DOOR (ALUM) SGD (IMPACT) +SO.0 / -90,0 FL# 12519.3 O '0 O o T O
3RD PARTY 6, EXPOSURE CATEGORY: C ADJUSTMENT FACTOR: 1,45 13, ARE COMPONENT 4 CLADDING DETAILS PROVIDED? = s o
possible and new addition shall be hardwired and interconnected �� 1, COMPONENTS 4 CLADDING WIND PRESSURE ON: YES X NO O O � � ' o ° O
to the exist, system where accessible Per R314,3 MULL BAR 9000 SHWINCO 1/4 x 1 1/2 TAPCONS / 012 HEAD +35.1 / -42,4 N/A ROOF ZONE (PSF): 1) N/A 14, SOIL BEARING CAPACITY: 2500 PSF U O o 'o U
2020 FBG. SERIES OR PER MANUF. +50.0 / -50.0 FL* 292�.1 2) N/A 3) N/A PRESUMPTIVE: BY TEST: X O 4 4 N 9 ' 4 N
FL / 3RD PARTY u a ;' ;u '3 3
THE ADDITION HAS BEEN DESIGNED TO: CHAPTER 8 *ALL ZONES CALCULATED FOR WORST CASE SCENARIO, (10 S.F. EFFECTIVE WIND AREA)
*Chapter S of the FBG 2020 Existing Building BUILDING DESIGN
4 2020 FBG 4 CHAPTER 6 OF ASCE I-16 PRODUCT MODEL # MANUFACTURER ATTACHMENT METHOD EXPIR. DATE
PRESSURE
EVALUATION AGENCY TYPE, SIZE, SPACING 4 EMBEDMENT PRODUCT DESIGN
PRESSURE APPROVAL
NA +IS.I / -28.8 NA
STUCCO NA STUCCO ON MTL. LATH MIAMI / DADE NA
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EXIST, MTL. 30. EXIST, MTL.
EXIST, TEXTURED ROOF EXIST, TEXTURED ROOF O
STUCCO FI
STUCCO
S_O'_BRG. HT, 8'0"_BRG. HT, S_O'_BRG. HT, ___________ — _ _ 8'0"_BRG. HT,
m
EXIST, TEXTURED EXIST, TEXTURED
STUCCO STUCCO
JI I I 1 11 1 IIL
5/6" STUCCO ON
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EXIST, ALUMIN, E ST EXIST. ALUMIN, E ST, _
BILK. KNEEWALL -
5/8" STUCCO ON '
MATCH EXIST, O
PANEL WALL PANEL WALL BLK, KNEEWALL -
MATCH EXIST,
O'O" FIN. FL. 0'0" FIN, FL. O'O" FIN. FL.
- - - - - - - - - - - - - - - - � � ' i, _ i EXIST. FL,
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EXH3 T, READ �EV-o 1D4 o 19 ® E
° EXHST-, SHDE �EV� 1D4°° 19 ®°° READE ��EV-o 4°° 19 ®°° SHD in �
� LEV-, 114"— R ' nu°
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EXIST, PAVER WALK 19' g EXIST, PAVER WALK 2x4 P.T. Wp, BUCKS II�( VI 0
ITYP.) NEW 9'0"x'1'3" SGD
NEW 4'9 1/2"x4'0 I/2" HR (VERIFY SIZE)_ _ NEW 4'9 I/2"x4'O I/2" HR
EXIST, HORIZ. ROLLER WINDOWS (VERIFY SIZE) - (VERIFY SIZE) EXIST,
N POSt � �W
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-0'4" FIN, FL. -O'4" FIN. F z
z tv
� 2 - 2"x6" STRUGT,
iY ALUMIN. MULL BARS
EXIST. PAVER (2 PLACES) EXIST. PAVER ty
DRIVE p 1
� DRIVE ELECTRICAL LEGEND NEW WINDOWS ON NEW 36" N >
N HIGH 8" BLK, KNEEWALLS -
O ELECTRICAL SY 50L SEE DETAIL ON SHT, 2 � N
EXIST, X Switch $ EXIST,
LU W
FLORIDAROOM wall light exterior 0 FLORIDA ROOM z ' Pq 0
SLOPED CLG, 510" SPRING HT, SLOPED CLG, 8'O" SPRING HT, rA Q�
TILE FLOOR TILE FLOOR
-0'2" FIN, FL. -0'2" FIN, FL.
LIV, RM, LIV, RM,
DATE 10/04/21
EXISTING EX15TING DRAWN BY : p,jg me
CHECKED Mc
I —STORY RESIDENCE I —STORY RESIDENCEREVISIONS
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