HomeMy WebLinkAboutHarris Sheet 3 II-14-19 Per II-14-19 Pe Southeastern Metals Verti-Loll Standing Seam Roofing
HOA REQ HOA REQ installed per product approval FL# 11115.1 over Polgglass
1/8" thick smooth textured stucco Installed per self adhered roofing underlagment over 19/32" CDX
ASTM C 926 over ASTM D type 2 paper backed I Wood attached to trusses per sheeting attachment
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rn Metals �/erti-Lok Standing Seam Roofing wire lath nailed to substrate through one layer of p p g
r product approval FLU 11115.1 over Polgglass ASTM D Type 2 felt paper using 8d nails. Substrate diagram on roof plan.
d roofing underlagment over I1/32" CDX to be 19/32 CDx Plywood nailed at 6" o.c. in field
and edges with IOd ring shank Halls Into studs.ached to trusses per sheeting attachment roof plan. N o
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9-25-19 12 > D o N
(_4 1'.G 2' N.A.V.D. 6 SLOPE �� Q <
Top of wall rn
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38.86' N.A.V.D. 38.86' N.A.V.D. LL O
Top of Wall N Top of wall
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O HOA DEMANDI NOT ARCHITECTS RECOMMENDATION 5/8" thick smooth finished OI
O rj O_ stucco on typical concrete
block construction - finish 0 O
stucco to look like Plank Siding
1/2" reveal 9" plank ® (�
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9-25-1999-25-19 u
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Aluminum Louver
28.86' N.A.V.D. _ 28.86' N.A.V.D. Q N Q 0 U U Q
Third Floor _ Third Floor O details by MFG.
O O N _i
W � N Shop drawing to be
provided to Architect
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Q Aluminum Louver Q
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� details by MFG.
5/8" thick smooth finished Shop drawing to be
provided to Architectsti
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Qcorstrurne blork finish
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_ stucco to look like Plank Siding N O
0 O 1/2" reveal 9" plank N 1L
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9-25-19 9-25-19
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16.86' N.A.V.D. 16.86' N.A.V.D. - - - - - - - - - - - -
Second Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Second Floor `l
9-25-19 J�
15.53' N.A.V.D. 15.53' N.A.V.D. U
Bottom of Structure Bottom of Structure II-14-19 Per
[610
HOA REQ O
OPEN tL
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6-II-19 Smooth finished 1 U
columns with smooth Smooth finished $$1
8.0' N.A.V.D. ca ital and base capital ill
with Smoot
B73ase Flood Height - - - - - all plocations - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - capital and base- - - - - - - - - 1 0) L_ 73
- - - - - - - n`
all Tocations V
- - Entry-Slab - -Q
12-2-19
INSTALL ABOVE �.5' NAVD
LEFT F_ LF_ \// /4T10N HOA REV
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N SCALE: I/4" = 1'-0" ,4 ,� T f O
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RE0,00' N.A.V.D. 10-23-I�1 ' Z n z >
SCALE: I/4" I'-O" 00 O
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Product Approval Submittal Affidavit This firm as reviewed and approved both the plans submitted °i 00 � <
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Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights for permit With plan review revisions from both S c h u l l e, B i t t l e 00 eo l #
TEST Maximum and Stoddard LLC (Civil Plans) and the Structural plans bg 1 Z NN
Opening NOA/FL Product Model # Manufacturer Glass Attachment method Expiration Design Pressure Q
Type NUMBER Date of Approved Tests CSl"I Engineering LLC. also With plan review revlSl01'1S for permit cn NN
Single Hun $1 I-�00 13/16" 1/4" dia. to cons w/ min. 1 3/8" penetration to be /�
1, 18-0430.06 g g PGT spaced per product approval. Contractor shall adhere to + 65.0/-110.0 PSF The elevator e v a t or shaft walls below 15.5 3 N 1`''t V D (1� U r r
Impact min. edge distances specified in Product approval - J1J m
9-25-19 Single Hun SH-100 1 1/16" 1/4" dia. tapcons w/ min. 1 3/8" penetration to be 7 �
9 9 PGT spaced per product approval. Contractor shall adhere to + 90.0/-130.0 PSF have been designed to withstand the h9drostatic and h9drod9namic
Impact min. edge distances specified in Product approval - Q) x
1/4" dia. tapcons w/ min. 1 3/8" penetration to be flood-borne debris, erosion and scour as required b g F B C-R _ �
FLU 253.4 French Door FD-150 PGT -1/8" spaced per product approval. Contractor shall adhere to + 10.0/-80.0 PSFSectionL 2• Impact Type E min. edge distances specified in Product approval - Chapter 3 322 2 and F E 1"l A I B-4. U N
Fiberglass m r `
9 Smooth star 1/4" dia. x 3" to cons w/ min. 1 1/2" penetration at
3, FLU 5891.5 door Therma-Tru spaced per product approval on sheet 5 of ,. ± 6,.o PSF This firm has reviewed and approved the truss shop drawings `r
Fixed Glass PGT /4" dia. tapcons w/ min. I I/4" penetration to be 5-5-21 includin the la Out and the cut sheets en sneered b others.
4, 20-0401.16 Impact 520 Type 12 pncedgeediatances speclPled InCProdr.
uctoapprolvaldhere to 4-30-25 + 80.0/-I10.0 PSF
9-12-19
Fixed Glass PGT Ypa,ed
4" dia. tapcons w/ min. 1 1/4" penetration to be
PW-5520 Type 12 per product approval. Contractor shall adhere to 4-30-25 + 80.0/-I10.0 PSF ' M I T T I C INFORMATION ( O M I O O )
Impact n. edge distances specified in Product approval -
Casement CA-140 1/8" I/4" dia. tapcons w/ min. I I/4" penetration to be
5, I�-064.4 PGT T e 8 spaced per product approval. Contractor shall adhere to + 90.0/-130.0 PSF
Im act yP min. edge distances specified in Product approval - Florida Building Code Residential: 6TH Edition and , SCE -10 for Wind Loading -Q
Horizontal Rolle HR-5510 I/4" dia. tapcons w/ min. 13/4" penetration to be Budding Design is: Enclosed Rlsk a egory: II UJind Speed: 110 mph ultimate
20-0406.01 PGT Type 5 spaced per product approval. Contractor shall adhere to 9-24-25 + 65.0/-1O.O PSF
Impact min. edge distances specified in product approval Mean Roof Height: 31'-5 n Roof Pitch: 6:12
SlidingGlass Series 180 I 1/16" 1/4" dia. tapcons w/ min. 1 3/4" penetration to be Internal Pressure Coefficient: + 0.18 L
I�-0420.04 SGD PGT spaced per product approval. Contractor shall adhere to + 60.0 PSF -
Door Type 9 min. 2 1/2" edge distances specified in Product approval -
Steel Overhead Hurricane Master Install per product approval including iamb supplement and SUbjectablllty t0 damage from: Weathering: Negligible Termites: Very Heavy_
$, FL# 15371.4 Garage Door 824/811 DAB fdat
ia ubuctulers reconmMustihave center bu k de ail on appheseroval pla s + 55.0/-64.0 PSF Width of Roof End Zone: `�'-0"
Wind Exposure Classification: D SHEET N O:
TEST Maximum Adjustment factor for Exposure Height Using Allowable Stress Design and HIP ROOF 2:12
Product NOA/FL Model # Manufacturer Attachment Method Expiration Design Pressure Load Combination per ASCE 1-10 Section 2.4 DL+LL, DL+0.6WL: 0.6DL+0.6WL TO 6:12 PITCH
NUMBER Date of Approved Tests 1.1�{ = 1.0-4-4 applied below
In
per fastener type and spacings shown in Table 3A and 3s EXp Height Al Factor: x Load Combo Factor 0.�o pp
Mullions 11-0630.01 1" x 2 3/4" x .315" PGT In product approval on sheet l of 25. + 110.0 PSF � = Roof Zone I
Components t Cladding Wind Pressure (NET) Roof Zone: I. +31.-f2/-49.11 psf Walls Zone 4 OF 18.
Roof 5V Crimp Metal 5v Crimp Roofing installed per approval using #9 x 1.5" - ill PSF Roof Zone: 2. +31.42/-86.`1 psf p
FLU 11022.2 5V Cri Aluminum Extreme Metal hex washer head wood screws with min. 3/16" penetration ALL ZONES Roof Zone: 3. +31.'42/-128.3psf Q = Roof Zone 2 JOB NUMBED:
Fabricators thru deck spaced at 10" o.c. in rows spaced 10.5" apart. Wells Zone 5
Underlay Polystick TU Self adhered roofing underlagment installed per approval - 168.5 PSF Components t Cladding Wall End Zone Width: 4'-0" END ZONE
ment FLU 5259.1 Plus Polgglass USA over mechanically fastened base sheet. ALL ZONES I I
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +54.5/-59.1 psf � = Corner Zones
Wall Zone: S. psf Roof Zone 3 ��0000000
SidingSTUCCO 5/8" Thick light textured stucco on t �o
ON BLOCK Concrete block construction ypical Components II Cladding Wind Pressure (NET) on Garage Door: +48.15/-61.5 psf DO- 0�° ���o�
Shear Walls Considered for Structure? Yes OQ
Attach wood ceiling to soffit framing using (2) 8d ring Continuous Load Path Provided?
I" x 6" T iG shank nails.
Soffit es 0 0 ��IELR.B � O
Are Components an Cladding Details Provided? Yes Digitally signed by o a ® ®�® � .0 0
Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Test: psi o. O
This Building Shall Have the Following: / Daniel R. Braden Ar�9`�`�®
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) X Date: 2021 .05.05
APPROVED SHUTTERS: IMPACT GLASS: BOTH: NEITHER: p• °°°°°° °°�O aO
13:37:18 -04'00'
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