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HomeMy WebLinkAbout1-14-21 larsen mean roof hghtARCHITECT G�AC3�.E e� 1�\P �-3 P�' �G"T>.G��. ROOF SHEATHING NAILING ZONE INFO. ZONE Pi REMAINING AREA W/Sd RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD. ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X 5' @HIP AND 5' X LENGTH @GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD NOTES: 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERIAYMENT FELT.SHALLBE PEEL.&.STICK.OR.30#. F.ELT COMPLYING W/ASTM D226. :NOTE ' :ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 7158 CLASS H OR 'fA5.107 AND.SHALL HAVE FACTORY APPLIED. SELFSLAL.STRIPS.OR.BE INTERIOCK[NG. u� �I O �('04 of CH+I�r�eY N I Co EkC �, 7-t-(ATJ t=o©F • .:: ti _ _ _ __ - ._. _:. . _ .__ _.r-.---��I 11 P�� \= �. �-V,ti'� i btu 311v" ��J_-- =. '•��/� __� 11 PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES DESIGN TYPE (WORST CASE) PRESSURES SINGLE HUNG ZONEA-33.86 -70 PGT INDUSTRIES SH-S500 FI# IMPACT #12X2-1/2"31655 PANHEADAT 4"O.G 9/16"DISTANCETO WINDOWS ZONES-0L74 239.2 EDGE AND I-3/8"MIN.EMBEDMENi FIXED ZONE4-33.88 -70 PGT INDUSTRIES PW 5540 FL# IMPACT #12XZ-1/2^31655 PANHEADAT I7"O.C. 9/i6"DISTANCE WINDOWS ZONES-01.14 243.E TO EDGE AND I-3/8"MIN.EMBEDMENT CASEMENT ZONE 4-33.88 -70 PGT INDUSTRIES CA-5540 FL# IMPACT Y." ULTRACONS @ 12.67" MAX. O.C., 4" ON CORNER9, 1-3/4" WINDOW ZONES-01.14 245.4 MIN EMBEDMENT&1"DISTANCE TO EDGE ENTRY DOOR ZONE4-33.88 -50 THERMATRU FIBER CLASSIC, FL# IMPACT #10 WOOD SCREW @i3.75 MAX. O.C., 6:ON CORNERSM „�, ..,_-,. ZONES -01.14 SMOOTH STAR, 7640.3 5/8"MIN. EDGE DISTANCE, 1" END DISTANCE, AND 1" O.G �""`-''�-�/ �"��"��� OR CfASSiCCR} � - SPACING OF WOOD SCREWS DOOR ZONE 4-33.88 -50 THERMA TRU FILER CLASSIC FL# IMPACT 14 TA'PCONS@14"MAX. O.C., 6"ON CORNERS, 20NE 5 -01.14 AND SMOOTH 21138.1 1-1/4" MIN. EMBEDMENT, 2" MIN. CLEARANCE TO MASORY STAR EDGE AN04" MIN. CLEARANCE TO ADJACENT ANCHOR DOOR ZONE 4 -33.88 -50 THERMA TRU FIBER CLASSIC FL# IMPACT' 1/4" TAPCONS @ 14" MAX. O.C., 6" ON CORNERS, ZONE 5 -01.14 ANDSMOOTH 21138.7 1-1/4" MIN. EMBEDMENT, 2"MIN. CLEARANCE TO MASORY STAR EDGEAND 4"MIN. CLEARANCE TO ADJACENT ANCHOR DOOR ZONEA-33.88 -SO THERMA TRU FIBER CLASSIC FL# IMPACT 1/4"TAPCONS@14"MAX. O.C., 3"ON CORNERS, ZONE 5-41.14 AND SMOOTH 21138.E 1-1/4"MIN. EMBEDMENT, 2"MIN. CLEARANCE TO MASORY STAR EDGEAND 4"MIN. CLEARANCE TO ADJACEMANCHOR AND 3" & 7"CENTER CLUSTERS HARDIESOFFIT ZONE 4-33.88 -105 LAMES HARDIE HARDIE LAP FL# IMPACT 6d X 2" GAWANIZED BOX NAILS 2" MAX. O.C. FROM THE PANELS ZONES-01.14 BUILDING PROD. SIDING 13265.1 CORNER&8"O.G HARDIE SIDING ZONE4-33.88 N/A DAMES HARDIE HARDIE PLANK FW N/A 6DX2"NAILSHANKS 36"O.C. ZONES-01.14 BUILDING PROD. LAP SIDING 13192.2 ROOF ZONE 1-29.04 -179.5 EXTREME METAL 1.0 NAILSTRIP FL# N/A #SOX1"PANCUP FASTENERTHROUGH THE NAILSTRIP OF ZONE 2-48.40 FABRI(:ATORS .032 27985.1 THE PANELSPACED 6"O.C. ZONE 3 -72.60 SLIDING G1A55 ZONE 4 33.88 -100 PGT INDU57JE5 5570 NOA# IMPACT Y." ULTRACON @ 24" MAX. O.C. 8"MAX. FROM CORNERS, 6" DOOR ZONE 5 -01.14 20-0429.05 MAX. FROM BOTTOM,1-3/8"MIN. EMBEDMENTAND 1" EDGE DISTANCE GARAGE DOOR -31.46 -52 WAYNE DALTON 8000/8300/8200 FL# YES S/i6 X 1-S/8" LAG SCREWS 3 PER BRACKET @ 12" O.G #1124 8248.11 WITH 1-1/4" MINIMUM EMBEDMEM SHINGLES ZONE 1-29.04 N/A OWENS CORNING ASPHALT FL# N/A 6-ROOFING NAILS PER SHINGLE WITH 3/8" DIA. HEAD ZONE2-48.40 ROOFING 10674.1 ZONE3-72.60 SHINGLES SHUTTERS ZONE 4-33.88 -54 TOWN AND COUNTRY SAFETY EDGE FL# IMPACT Y." ELCO PANEL MATE @ 17" MAX. O.C. PANELATTACHMENT ZONE 5-4L34 INDUSTRIES STORM PANELS 12856.2 TO MOUNTING HARDWARE OF DIRECT MOUNTING WTIH 1- 3/4"MJN. EMBEDMENTAND 1' MIN. EDGE DISTANCE i ne>u+� ntneury n rnuv�ucu urvu , u irvu� W i t vun rctview wrvu ArrnuvA� run u>t ur rnuuw�> u>� to run � no> i ttul.l unt_ int AI:CtYJANCE OF I HESE VRODUCIS AND Mt7H005 OF ATTACHMENT ARE BASED EMIRELY UPON TEST DATA PftOViDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY JT= e LLeo L-A, 12 _ __ _ _.. _ _.. .. _ .. __.._ �aFdlrNCet..E�� 8. ..._ ..._ .. ._ .... ... _ � 1 � ..... _.__.-__. Z-p .. __�__ --- __... �lQ>1 ..... ... IJIJ��� �l � �` � � �I��= 12......., --.... _. . _. ... _ _ .. _.. _ .. _ ... i__. _ _ �. __. ___ y _... ��� _ _.._ ... _ __.__. _.. � _ Po_CC -�- ----+J--_... _......-.-._.AJ _.__ 3/ t!p L G �(�.eou�t=---. Pt-r�Nk. LA,Q ., --- �IvIJ�c�� .__ _L: 5Qar_+t_, JEIJET2� ! I I l L.�I 1 I(�:L...L '� �. � � ! �: I , I I.. I _.1. � _i �_ 1. :� .1 O F F EC.EsJr .� _� .Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 -�'F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT VVAYNE LARSEN RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION ;fir . r1 � r`ZI: �, ,��S�RI •,� .�� .L - .i�G �, \C�, 3i . 3`�S �r'vtiK' S' MICHAEC J:�SE/CL,rAIA AR96898 REVISIONS NO. DATE REVISION l I�fl(21 _ _ EUISG_-D�--- Z. I/14/T-I (fie ✓l Sc� � �.. KEY PLAN SHEET TITLE /SHEET NUMBER or �! NUMBER � Zb 13� IPROJECT DATE Jz(u/uza ('F.�tM. l'P' L-.^-.a~�� ry