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Home My WebLink AboutLocation of columns, plans, Entry ColsARCHITECT Architectonic Inc 1� 5EE SHEET 2 OF 2 FOR TREE CHART l UNPLATTED LANDS UNPLATTED LANDS OCCUPIED F.F.E. 52.54 OCCUPIED F.F.E. 52.30. NO WELL OR SEPTIC NO WELL INTERFERENCE INTERFERENCE 5 89°49'23" W 300.67' WITH IN 75' 4' CLF COR WITH IN 75' 4' CLF COR o 0.90' N, 0.30' E 0.60' N $ 89 43'47" W 300.67' � FNb 5/ 8" IR&C ILL 1 ,r�, a 0.38' N �9' h�`L �y WELL POINT k�, z Certification for Desion Load Compliance 1, DESIGN CODE: Florida KEL,I PAN fAt C code 2017 Edition w/20 supplements using ASCE 7-t0 2. Structure Design is: � Enclosed _Partially Enclosed,L� Open euilding ' 3, Rlsk Categop�: �1 _II _ III �IV Exposure Category; _B XC _D Adjustment coe((icient (.2 1 4. Design Wind Velocity (Ppmph _ASD LRFD End Zone Width tl. 5. Mean Roof HeIgM: l�h.. tt, Roof Pitch: AI11:12 Parapet _ft. 6. Components & Cladding Design Pressure usod: (PSF, based on Acluai sq. tt. Q SO � 'MRH (worst case) Zone 1:- � Zone 2:-%��<! Zone 3:1/_�_ Zone 4:- 24 Zone 5:- 3�4' Garage: _ 7. Design Loads; Floor. ia�r� pSF Root/Dead: I�/APSE Roof/Live 70 M1v PSF Balcony: _PSF Dock: _PSF Deck: `pSF Stairs: __ PSF Fence: _PSF Railing; _pSF 8. Were Shear Walls Considered for Structure? _Yes _Not Applicable Explain Why NoL 9. Is a Continuous Load Path provided _Yes _Not applicable Expiatn Why Not: 10. Minimum soli hearing pressure 2000 P.S.F. SWALLOW LANE _ FND 5/ 8" IR NO ID 0 $ 30.00' I I EXIST 50't D/F 4' CLF COR � 3' N, 1.3' E ESR lt� h9?' � .. FND 5/ 3" IR NO ID � I � � ha° � he• � 'II � I O N �' o 1 Peo�"'a5r� "' � � '° � X L6 /' _ � � � 11,33' 40,33' •0' 1 N I' � I ~ a c °` � h� �VF � Rah 'h� 3 � � > � m � M.0' CONC WALK fiL�tQ � � i I9 UNPLATTED LANDS o o k9;h " c a� � o m g o I VACANT o o hg1 � w � � 40• � O °O '� 1t.33' w � � � � 24.35' I I 0 � CDNC aTA2R5 c O N� LL c � /!�'�+ Z Z 9 r �. CONC DRIVE ' ^j tt� 76.05' J LOO LS /-` PROPOSED PAVER PAD ® ® PROPOSEb L/W (' � I 5' <t."r 5'' !J (ENC) � APPRO%IMATE D/F ® m y m 5' CLF T N (ENC .__ —. h FND 5/ 8" IR&C ILL .9, _,/'� h�' ' 1.17' E h �.. �=- ° FND 5/ 8" IR&C #7025 W I 5' CLF 0,10' S,12' E 5' CLF ON P/L 5' CLF 0.60' S �6 S 890 9' 23" W 300.67' (%) 1.5' E UNPLATTED LANDS UNPLATTED LANDS (°` S 89 49'23" W 300.96' (M) o VACANT OCCUPIED F.F.E. 52.35 N 00°21'52' W 293.72' (M) --''�y � NO WELL OR SEPTIC INTERFERENCE WITH IN 75' � krb. ABBREVIATIONS LEGEND N oo°oo'oo° W 293.80' (rM) I �'C.�`� � � �� 1 fa'Fv�-t--t � one Ta, rr.�N F P--cx"'l sue✓�-Y ) t'_ q a r �'�'-vim t9�S> P�'i OwiJ6-fZ. STRUCTURAL NOTES: t. STRUCTURAL LUMBER'r0 BE HC-M-FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BFAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 p.S.i. MIN. 3. REINFORCING STEEL SlinLl BE GRADL 6n OR BETER WITIi 39' MIN, tAP. 4. CONCRETE COVER UVER REINFORCING STEEL: FOOTINGS 3' BEAMS 1-t/2' COLUMNS t-1/2' 5. fiLL (SOIL) StIALI HP PLAfr:D W LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMl1M OF 95 MODIFIED PROCTOR DENSITY 6. ALL COMPONEhITS OF THIS STRUCTURE t1AVE BEEN DESIGNED ANO SELECTED TO IMTHSTAND WIND FORCES PER THE PLORIUn BUILDING CODE 2017 EDITION ro� tin a �o d m H 9 F � _ by• a a Co^/e/ � � � r7et v� . a J a C q m iY � A F o H a L° = � P2 to q��Aat>=. h N� �1 c Zip �1 u. m �p'—p' fo r .e . P�ovX �-t.� . Zo � p post a � Pot+e� .- CoNG G-I P Z�'t5a coNc_2E'C�- �Cj=. COL, w/ ,� 4. '�S �� 6j1'4yCCo '-�,- hTu� oL(-'1-L-ONO1fLT_ Foe• Furze'=�'- 4vz"r gp,CE( wr'�i _ , S trC.-Tl ©tom 37�,r �LCVQTI© %�� 1�8 rf Zq�eo. Cora�e.E-t'r+�. z= �� ►a r 7 � " ., Fop'i�l Nt:�, w� 3'4+F � Ip�g �G ATE -o` t��.t 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON IC INC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT RYAN DOYLE LANDSCAPE COLUMN'S ST. LUCIE COUNTY, FLORIDA _. _TENT I CONSULTANTS REGISTRATION REVISIONS KEY PLAN I r�oPE�-7 I `l Nr ' L=4`` 39� 4�To P?-.oi62-TY 1. r N 1_ ---� SHEET TITLE I SHEET NUMBER �� - �PROJECT NUMBER �� 'Z � ((4. DATE I o � 1'3/Zo2.Q P6era 1'E•'